Exhibit C Site Development Design Documents.pdf

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30.00'

22.00'

3.00'

20.00'

11.83' 7.17'

18.00'

8.50'

PRO. STRIPING

PRO. FENCE

~75 SF

REMOVE PORTION OF

EX. FENCE; ~37 LF

2.8%

2.2%

2.1%

36.69 36.71

36.86 36.84

37.22

37.25

37.22

37.30

37.30

MATCH EX.

5136.54

MATCH EX.

5136.72

MATCH EX.

5135.96

MATCH EX.

5136.44 MATCH EX.

5136.27

MATCH EX.

5136.46

MATCH EX.

5136.53

PRO. BLDG

FFE=5137.34

PRO. CONCRETE; ~423 SF

SLOPE SIDEWALK AWAY

FROM BUILDING @ 2% MAX

PRO. ASPHALT;

~712 SF

7.33'

6.91'

BIRCH STREET

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1.5%

1.2% 1.4%

1.3%

4:1 MAX

TO MATCH EXISTING

5.0% MAX

TO MATCH EXISTING

FOR PEDESTRIAN PATH

5.0% MAX

TO MATCH EXISTING

FOR PEDESTRIAN PATH

H.P. INSTALL MINOR SWALE

TO DIRECT FLOWS AROUND BUILDING

EXTEND FOUNDATION

PAD 6" BEYOND EDGE OF

BUILDING ON ALL SIDES

PRO. EV-READY PARKING STALL

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30'20'10'0'

SCALE: 1"=10'

LEGAL DESCRIPTION:

A PARCEL OF LAND BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 2 SOUTH, RANGE 67 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF ADAMS, STATE OF COLORADO, BEING

MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 31;

THENCE ALONG THE SOUTH LINE OF SAID SOUTHWEST QUARTER, SOUTH 89 DEGREES 48 MINUTES 21 SECONDS WEST, 1,322.06 FEET TO THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID

SECTION 31;

THENCE CONTINUING ALONG SAID SOUTH LINE, SOUTH 89 DEGREES 28 MINUT5ES 41 SECONDS WEST 40 FEET;

THENCE LEAVING SAID SOUTH LINE, NORTH 00 DEGREES 25 MINUTES 14 SECONDS WEST 60 FEET TO THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY OF 72ND AVENUE AND THE WESTERLY RIGHT-OF-WAY OF BIRCH STREET;

THENCE LEAVING SAID NORTHERLY RIGHT-OF-WAY LINE AND ALONG SAID WESTERLY RIGHT-OF-WAY LINE, NORTH 00 DEGREES 25 MINUTES 14 SECONDS WEST 212.29 FEET TO THE NORTHERLY LINE OF THE ADAMS COMMUNITY MENTAL HEALTH CENTER AS DESCRIBED IN BOOK 3222, PAGE 938 AND THE TRUE POINT OF BEGINNING;

THENCE ALONG THE NORTHERLY AND WESTERLY LINES OF SAID MENTAL HEALTH CENTER THE FOLLOWING TWO (2)

CONSECUTIVE COURSES:

1) THENCE LEAVING SAID WESTERLY RIGHT5-OF-WAY LINE, SOUTH 89 DEGREES 48 MINUTES 25 SECONDS WEST 350.04

FEET;

2) THENCE SOUTH 00 DEGREES 01 MINUTES 43 SECONDS EAST234.31 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF

SAID 72ND AVENUE;

THENCE ALONG SAID NORTHERLY LINE SOUTH 89 DEGREES 29 MINUTES 49 SECONDS WEST 485.29 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF COLORADO BOULEVARD AS DESCRIBED AS A TRACT OR PARCEL OF LAND NO. 101-X FROM THE

COLORADO DEPARTMENT OF HIGHWAYS AS RECORDED IN BOOK 2416 AT PAGE 904;

THENCE LEAVING SAID NORTHERLY RIGHT-OF-WAY LINE AND ALONG SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING

FOUR (4) CONSECUTIVE COURSES:

1) THENCE 32.23 FEET ALONG A NON TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 1,015.00 FEET, A CENTRAL ANGLE OF 01 DEGREES 49 MINUTES 10 SECONDS AND A CHORD WHICH BEARS NORTH 18 DEGREES 50 MINUTES 31

SECONDS EAST 32.23 FEET;

2) THENCE ALONG A NON TANGENT LINE NORTH 17 DEGREES 55 MINUTES 49 SECONDS EAST 764.20 FEET;

3) THENCE NORTH 24 DEGREES 20 MINUTES 19 SECONDS EAST 179.20 FEET;

4) THENCE 246.75 FEET ALONG A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 844.00 FEET, A CENTRAL

ANGLE OF 16 DEGREES 45 MINUTES 03 SECONDS, AND A CHORD WHICH BEARS NORTH 09 DEGREES 33 MINUTES 14

SECONDS EAST 245.87 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF 74TH AVENUE;

THENCE ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID 74TH AVENUE NORTH 89 DEGREES 36 MINUTES 07 SECONDS EAST 259.70 FEET TO THE WESTERLY LINE OF A PARCEL KNOWN AS WASHINGTON HOUSE AS RECORDED IN BOOK 2603 AT

PAGE 792;

THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE AND ALONG THE WESTERLY LINE OF SAID WASHINGTON HOUSE PARCEL SOUTH 00 DEGREES 23 MINUTES 57 SECONDS EAST 209.48 FEET TO THE SOUTHWESTERLY CORNER OF SAID WASHINGTON HOUSE PARCEL AND THE NORTHWESTERLY CORNER OF A PARCEL RECORDED IN BOOK 1949 AT PAGE 121;

THENCE ALONG THE WESTERLY AND SOUTHERLY LINES OF SAID PARCEL THE FOLLOWING TWO (2) CONSECUTIVE

COURSES:

1) THENCE CONTINUING SOUTH 00 DEGREES 23 MINUTES 57 SECONDS EAST 208.78 FEET;

2) THENCE NORTH 89 DEGREES 36 MINUTES 03 SECONDS EAST 208.52 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF

SAID BIRCH STREET;

THENCE LEAVING SAID PARCEL AND ALONG THE WESTERLY RIGHT-OF-WAY LINE OF BIRCH STREET SOUTH 00 DEGREES 25

MINUTES 14 SECONDS EAST 508.59 FEET TOT EH TRUE POINT OF BEGINNING,

COUNTY OF ADAMS, STATE OF COLORADO

THE ABOVE LEGAL DESCRIPTION DESCRIBES ALL THAT LAND CONTAINED IN SPECIAL WARRANTY DEED RECORDED ON

JANUARY 2, 2015 AT RECEPTION NUMBER 2015000000250 IN ADAMS COUNTY, COLORADO.

N

XXXX

XXXSLOPE

MAJOR CONTOUR

MINOR CONTOUR

SPOT ELEVATION

GRADING LEGEND

GAS GAS

SAN

WAT WAT

ELEC ELEC

OHE OHE

IRR

CURB AND GUTTER (SPILL)

CURB AND GUTTER (CATCH)

STORM SEWER

SANITARY SEWER

WATER LINE

GAS LINE

ELECTRICAL

OVERHEAD POWER LINES

IRRIGATION LINE

ELECTRICAL BOX

SITE LIGHT

SIGN

MANHOLES

INLET

WATER METER

GATE VALVE

THRUST BLOCK

CLEAN OUT

TREE

RETAINING WALL

PROPOSED

UTILITY POLE

GAS METER

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

BLOW-OFF W PLUG (H.P.)

FO FOFIBER OPTIC LINE

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CO

FDCFDC

WATWAT

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H Y D H Y D

BACK OF CURB

FLOWLINE

LIP (SPILL)

BACK OF CURB

FLOWLINE

LIP (CATCH)

GREASE INTERCEPTOR

MASTER LEGEND

FLARED END SECTION

SSST SAN

IRRIGATION BOX/VALVE

ST

CONCRETE

LANDSCAPE

PROPOSED

ASPHALT

HATCHING LEGEND

LIMIT OF CONSTRUCTION

Scale: 1"=10' VEHICLE TRACKING F-250 PULLING IN; STEP 11 Scale: 1"=10'

VEHICLE TRACKING F-250 PULLING IN; STEP 22 Scale: 1"=10'

VEHICLE TRACKING F-250 PULLING IN; STEP 33

SHEET TITLE

SHEET

REVISED:

CHECKED

DRAWN BY

DATE

PROJECT NO.

c COPYRIGHT 2026, DESIGN EDGE, P.C. ALL

RIGHTS RESERVED. ANY COPYING OR OTHER

REPRODUCTION OF THESE DRAWINGS WITHOUT

THE PRIOR WRITTEN AUTHORIZATION OF

DESIGN EDGE, P.C. CONSTITUTES A VIOLATION

OF COPYRIGHT LAW AND WILL BE SUBJECT TO

LEGAL ACTION.

482 S Broadway, Suite 100 Denver, Colorado 80209

303-260-7277 www.de-arch.com

25145

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*3

6/26/2026

90% Submittal 6/5/2026

A DIVISION OF

HABERER CARPENTRY INC.

621 SOUTHPARK DR., SUITE 1600

LITTLETON CO, 80120

PHONE: (303) 979-3900

INFO@HABERERGROUP.COM

C1.1

BIRCH STREET SITE

GRADING PLAN

TYPICAL SWALE SECTION:

(N.T.S.)

SWALE FLOWLINE

SEE BELOW NOTES

PERIMETER WALK

1. DEPTH = 1" MIN. AT H.P.

2. LONGITUDINAL SLOPE = 2% MIN.

3. 3:1 MAX SIDE SLOPES

4. NATIVE SEED BOTTOM

GJB

CCH

100% Construction Docs 6/26/2026

06.29.2026

STRUCTURAL GENERAL NOTES

GOVERNING BUILDING CODE

Code: International Building Code (IBC) - 2024 Edition w/ Local Amendments

Snow:

Ground Snow Load, Pg............................................. 35 psf Flat Roof Snow Load, Pf.......................................... 30 psf Snow Importance Factor, Is...................................... 1.0 Exposure Factor, Ce................................................. 1.0 Thermal Factor, Ct................................................... 1.2 Slope Factor(s), Cs................................................... 1.0

Wind:

Ultimate (Basic) Design Wind Speed, V(ULT)............ 115 MPH (3-Second Gust) Risk Category............................................................II Exposure...................................................................C

Seismic:

Seismic Design Category..........................................B Risk Category............................................................II Seismic Importance Factor, Ie.................................. 1.0 Mapped Spectral Response Coefficient, Ss.............. 0.201 Mapped Spectral Response Coefficient, S1.............. 0.057 Design Spectral Response Coefficient, SDS..............0.214 Design Spectral Response Coefficient, SD1.............. 0.091 Site Class..................................................................D Seismic Response Coefficient, C s............................ 0.01 Design Base Shear................................................... 0.1k

DESIGN LOADS

Floor: Live Load Storage................................. 125 psf

Roof: Live Load Typical Roof Load.................40 psf

GENERAL CONSTRUCTION NOTES

- The Structural Contract Documents are intended to be used in conjunction w/ the plans of all other disciplines working on the project. The contractor is responsible for the coordination of all required information indicated on the Structural Contract Documents & incorporating these requirements into the shop drawings of all other disciplines prior to submittal to Anchor Engineering, Inc.

- Information provided within the Structural Contract Documents is subject to all requirements specified within the governing building code. The contractor shall be familiar w/ all portions of the governing building code that impact the type of construction being performed. For conditions where the Structural Contract Documents conflict w/ the governing building code, the more stringent requirements shall apply. The contractor shall keep a copy of the governing building code on site at all times during the construction phase of the project for reference. Anchor Engineering, Inc. shall be notified of any modifications resulting from a more stringent code requirement prior to construction for verification & coordination.

- Modifications to the Structural Contract Documents due to conditions at the site that are unknown or concealed at the time of design do not fall within the original scope of work of the project. Required modifications shall be performed as additional services as outlined in the project contract. The Engineer shall be notified in writing by a Request for Information (RFI) to provide recommendations for resolution of the modification requested.

- Dimensions & elevations indicated on the Structural Contract Documents shall be coordinated by the contractor w/ all other disciplines prior to the beginning of construction. Discrepancies shall be brought to the attention of the Architect. Scaling of the Structural Contract Documents is not permitted.

- The contractor shall verify field conditions including existing utilities, sub-grade & above grade conditions which may interfere w/ construction & notify the applicable disciplines for modifications as required.

- In the event of discrepancies btwn. project specifications, general notes, plans & details, the most stringent req'm. shall apply unless approved in writing.

- Coordinate all openings through roof, floors, & walls w/ the appropriate disciplines. The penetration of structural members, unless specifically indicated on the Structural Contract Documents is not permitted without the review & consent of Anchor Engineering, Inc. including Post Tensioned slab on grade & all elevated slab construction. Openings & penetrations brought to the attention of the Engineer after the Structural Contract Documents are submitted to the city for review shall be subject to the requirements outlined in the Shop Drawings & Submittals section of the general notes.

- All items embedded into concrete or masonry shall be positively secured against the hydraulic forces from concrete placement or incidental contact from tools or equipment during concrete placement. The special inspector shall verify all embedded items are secured prior to placement of concrete.

- Unless specifically detailed &/or specified on the Structural Contract Documents, stairs, balusters, half-walls & railings for decks, balconies, awnings, sun shades & walkways as well as site retaining walls & improvements have not been designed by Anchor Engineering, Inc. Design & construction of these elements, when not expressly shown on the Structural Contract Documents, are the responsibility of the general contractor. These elements are considered design-build & the general contractor shall submit plans & calculations, sealed & signed by a professional engineer licensed in the state where the work is being performed.

REINFORCED CONCRETE

- Design is based on "Building Code Requirements for Reinforced Concrete" (ACI 318 - Latest Edition). Concrete work shall conform to "Specifications for Structural Concrete for Buildings" (ACI 301 - Latest Edition). Hot & cold weather shall be in conformance w/ ACI 305 & ACI 306 respectively.

- Structural concrete shall have min. 28-day compressive strengths as follows:

Grade Beams & Foundation Walls................. 3,000 psi Footings / Piers...............................................3,000 psi Interior Slabs-On-Grade................................. 3,500 psi Exterior Slabs-On-Grade................................ 4,000 psi Other...............................................................3,000 psi

- Cement shall be Type 1L (MS) Portland Cement, conforming to ASTM C595 with a Sulfate Exposure Class of S1.

- Cement shall meet the maximum expansion requirements indicated in ACI 301 Table 4.2.2.6.(b)1 when tested in accordance with ASTM C1012 for Sulfate Exposure Classes S1, S2, or S3.

- Maximum permissible Water/Cement ratio shall not exceed 0.50.

- Aggregate size shall not exceed 3/4" unless noted otherwise.

- Chloride admixtures shall not be used.

- Concrete exposed to weather shall have a min. air entrainment of 6 ± 11

2 percent.

- Air entrainment may be used for interior concrete not exposed to weather but may result in finishing complications.

- Fly ash shall conform to ASTM specification C618, Class C or Class F. Fly ash shall not exceed 20% of the total weight of cementitious material unless noted otherwise.

- The concrete information provided is a performance specification indicating the final in-place concrete requirements only. The actual concrete mix design is provided by the concrete supplier and shall be sealed and signed by a Professional Engineer licensed in the state where the work is being performed. Anchor Engineering, Inc. is not responsible for the performance of the mix during construction, or the means & methods required to attain the specified in-place concrete requirements. The contractor & concrete supplier should consider the required means & methods for each mix design to ensure performance.

- Slabs & grade beams shall not have cold joints in a horizontal plane. Where stop in concrete placement is necessary at a point other than shown on these drawings, contact the Structural Engineer for direction. Vertical construction joints within grade beams shall be made within the center third of the span between supports. Horizontal shear keys or a roughened surface shall be provided. All reinforcing shall be continuous through construction joints.

- Reinforcing Bars shall conform to ASTM A615 or ASTM A706. All bars shall be Grade 60. Bars to be welded shall conform to ASTM A706. Detailing, fabrication, & placement of reinforcing steel shall be in accordance w/ the "Manual of Standard Practice for Detailing Reinforced Concrete Structures (ACI 315 - latest ed.)". No splices of reinforcement shall be made & no welding to reinforcing shall be permitted except as shown or as approved by the Structural Engineer. Any welding of reinforcing thus approved shall be done by certified welders in strict conformance to the "AWS Structural Welding Code - Reinforcing Steel" of the American Welding Society (AWS D1.4 latest ed.). "Tack" welding of/to reinforcing will not be permitted under any circumstances. min. length of lapped splices shall be Class B tension splices as indicated in the reinforcing bar splice schedule on this sheet, unless noted otherwise. Make all bars continuous at corners/intersections or provide corner bars of equal size. Welded wire mesh shall be lapped one full mesh at sides & one full mesh plus 2" at the ends but not less than 6" & shall be wire tied.

- Reinforcing bar extending from surface of cured concrete shall not be twisted in order to achieve correct alignment. Contact Anchor Engineering for repair at all locations where reinforcing bar hooks or extensions are not placed w/ correct orientation or where bars are twisted inadvertently.

- Where cont. bars in beams/grade beams, & walls must be spliced, slice top bars at mid-span & splice bot. bars over supports.

- Unless noted otherwise on plan or in details, concrete protection for reinforcement in cast-in-place conc. shall be as follows:

a. Conc. cast against & permanently exposed to earth........ 3"

b. Formed surfaces exposed to earth or weather:

#6 through #11 bars............................................... 2" #5 bar, W31 or D31 wire, & smaller

2"

c. Conc. not exposed to weather or in contact w/ ground:

Slabs, walls, joists:

#11 bar & smaller

4" Beams, columns:

Primary Reinforcement 2"

Stirrups, ties, spirals 2"

- Provide (2) #5 bars, one each face, w/ 2'-0" projection on all sides of openings in concrete, unless noted otherwise.

- Provide #3 stirrup support bars where required by absence of other longitudinal reinforcement, use #4 in spandrel beams.

- For non-warehouse or non-industrial slabs-on-grade conditions, reinforced w/ a min. of ASTM A1064, 70 ksi 6x6-W2.1xW2.1

W.W.M. for up to 5" thick slabs or 6x6-W2.9xW2.9 W.W.M. for 6" slabs unless noted otherwise. W.W.M. shall be lapped one full mesh at sides & one full mesh plus 2" at the ends but not less than 6" & shall be wire tied. (Slabs-on-grade shall be reinforced w/ Fibermesh, dosage by others, unless noted otherwise.)

- For warehouse or industrial slabs-on-grade conditions:

· 6" thick slabs - reinforced w/ a min. of #5 bar @ 14" o.c. max., each way.

· 8" thick slabs - reinforced w/ a min. of #5 bar @ 10" o.c. max., each way.

- Provide a 6-mil min. thickness polyethylene vapor retarder between the subgrade and concrete slab-on-grade with joints lapped not less than 6". Contractor to verify with Architect if an increased thickness is required.

- Contractor to allow for 100 lineal feet of #5 rebar to be used at the discretion of the Engineer of Record. Bar not used for construction shall be returned to supplier & the returned bar cost shall be credited back to the owner.

STRUCTURAL OBSERVATIONS

- Structural Engineer shall make periodic observations of the construction during placement of foundation & erection of structural framing. The purpose of the observations shall be to become generally familiar w/ the quality of work of the contractor in order to determine general conformance w/ the contract documents. Such observations shall not replace required inspections by the governing authorities or serve as "special inspections" as may be required by Chapter 17 of the governing building code.

- The contractor shall notify the Structural Engineer at the following stages of construction so that these observations may be made:

a. Prior to placing foundation concrete (after reinforcement placement).

- Notification for observation shall be given to the Structural Engineer at least 24 hours prior to the time the observation is needed. The Structural Engineer may not make observations at each notification & lack of observation shall not stop progress of construction nor shall the observation indicate owner's acceptance of all work related to the observation.

FOUNDATION DESIGN (Presumptive Load Bearing Values)

- Per the direction of the Owner or Owners Representative, the foundation design is based on IBC Table 1806.2 "Presumptive Load-Bearing Values" and IBC Table 1610.1 "Lateral Soil Load" assuming clay, sandy clay, silty clay, clayey silt, silt, or sandy silt (CL, ML, or ML-CL) soils. Our office recommends the indicated design values and soil type are verified through on-site geotechnical testing/evaluation by a qualified geotechnical engineer.

- Conventional Spread Footings:

a. Maximum Allowable Bearing Pressure...................1,500 psf

b. Minimum Frost Depth............................................. 36"

- All footings shall be placed on adequate bearing stratum or to a min. depth as shown on the drawings, whichever is deeper.

- Our office recommends a qualified geotechnical engineer observe excavations prior to concreting operations to verify the adequacy of the bearing stratum. If observed, a copy of a field report shall be transmitted to the engineer of record.

- Foundation walls have been designed for an equivalent active fluid pressure of 60 pcf, an equivalent at-rest fluid pressure of

100 pcf, & an equivalent passive fluid pressure of 225 pcf. Pressure values assume Contractor provides adequate de-watering measures for site.

- Refer to the project Governing Building Code for foundation perimeter drain requirements, typ.

- Owner to note: Foundation designs based on presumptive soil values may result in vertical and/or lateral differential movement. Owner accepts all risk associated with issues that may arise due to the use of presumptive soil values.

SPECIAL INSPECTION REQUIREMENTS

- A special inspector shall be engaged to make Special Inspections of the construction work as outlined below in conformance w/ the provisions of chapter 17 of the Governing Building Code.

- Special Inspections shall be performed by an independent, established & recognized agency approved by the building official as demonstrating competence in performing the required Special Inspections.

- It is the responsibility of the special inspection agency to work with the General Contractor and Ownership to ensure that all Special Inspections and tests required by IBC Section 1705 and associated referenced standards are performed.

- All Special Inspection reports shall be in accordance with IBC Section 1704.2.4, including the specific statement that Special Inspections were performed. Observations shall not take the place of Special Inspections and as reports indicating Observation(s) rather than Special Inspection(s) do not meet the requirements outlined in the Governing Building Code, they shall be rejected.

- The special inspector shall have experience in the Special Inspection of the particular type of construction or operation for which the Special Inspection is being performed.

- The special inspection agency shall keep records of all Special Inspections performed. A copy of all Special Inspection reports shall be provided to the building official as well as to Anchor Engineering, Inc.

- Special Inspection reports shall specify that work undergoing Special Inspection was or was not completed in conformance to the most recent approved Structural Contract Documents. Any discrepancies w/ the Structural Contract Documents shall be brought to the immediate attention of the contractor for correction. All required structural corrections/modifications shall be submitted to Anchor Engineering, Inc. & adequate time shall be allotted for by the contractor for review & response. Costs incurred due to required corrections, modifications & time delays shall be the sole responsibility of the contractor.

- A final report documenting the required Special Inspections shall be issued by the special inspection agency to the building department as well as Anchor Engineering, Inc. stipulating that all items are in conformance w/ the Structural Contract Documents, additional documentation provided by the A.H.J., or Anchor Engineering, Inc. Reports provided to Anchor Engineering, Inc. must follow the format in ICC form B.3.4. All Structural Contract Documents used in the special inspection process shall be identified & itemized, including dates of issue.

- Special Inspection reports shall include the names of personnel on site during inspection.

- The following work shall have Special Inspections provided by the special inspection agency in accordance with chapter 17 of the Governing Building Code and referenced standards:

Soils:

1. Site preparation - Special inspector shall determine that the site has been prepared in compliance w/ the soils report prior to placement of fill material

2. Special inspector shall verify load bearing requirements, fill material, lift thickness & moisture content are in accordance w/ the soils report.

3. The special inspector shall verify the in-place density & moisture content of the compacted fill is in compliance w/ the soils report.

4. The Special Inspector shall perform periodic inspections to verify materials below shallow foundations are adequate to achieve the design bearing capacity as specified in the geotechnical report.

5. The Special Inspector shall perform periodic inspections to verify excavations are extended to proper depth & have reached proper material as specified in the geotechnical report.

6. The Special Inspector shall perform periodic inspections to classify & test compacted fill materials.

7. The Special Inspector shall perform continuous inspections during placement & compaction of compacted fill to verify use of proper materials, densities, & lift thickness as specified in the geotechnical report.

8. The Special Inspector shall perform periodic inspections prior to placement of compacted fill to verify that the site has been prepared properly as specified in the geotechnical report.

9. The Special Inspector shall perform any other inspections required by the project geotechnical engineer.

DEFERRED SUBMITTALS

- Unless specifically detailed herein and/or specified on the structural contract documents, the following items have not been designed by Anchor Engineering, Inc. Design & construction of these elements, when not expressly shown on the Structural Contract Documents, are the responsibility of the General Contractor. These elements are considered design-build & the General Contractor shall submit plans & calculations to our office for review. The plans & calculations must be sealed & signed by a Professional Engineer licensed in the state where the work is being performed unless noted otherwise.

- Where design-build elements interact with any other design-build elements on the project, the General Contractor shall sequence design and submittals as required to ensure all structural interactions between the elements are accounted for by the specialty engineer for each respective design-build element. Fabrication shall not commence until the design of each interacting design-build element is complete, and the deferred submittals have been reviewed by the Engineer of Record and fully coordinated by the General Contractor.

· Prefabricated Equipment Shelter

SPECIAL INSPECTION REQUIREMENTS Cont.

Concrete Construction:

1. Placement of Reinforcement - Special Inspection need not be continuous but must be done once placement is completed

& prior to closing the forms. Items to be checked include bar size, grade, quantities, locations, spacing, bend radius, hook length, clear cover, lap splice locations, lap splice length, field bends & couplers. Bars should be clean & free of mud & excessive rust & must have proper concrete coverage. Weldability of steel reinforcing bar other than ASTM A706 shall be determined where required.

2. Concrete Placement - The special inspector shall be present during concrete placement operations. Items to be checked include that the proper mix design is supplied, excess water is not added at site & concrete or contractors placing the concrete do not displace reinforcement, post-tension strands or embedded items. Additional items include manner of placement, consolidation by mechanical vibration, prevention of cold joints, proper location & configuration of vertical construction joints & proper curing procedures for cold or hot weather concreting. At the time samples are taken for compression tests, concrete slump, air content & temperature shall be determined & noted.

3. Embedded Items - Special inspection shall be done on a continuous basis for anchor bolts, studs & embed plates. Items to be checked are proper anchor diameters, embedment lengths, spacing between anchors, edge distances, embed plate locations, concrete consolidation around anchors, & securing of embedded items against the hydraulic forces from concrete placement.

Foundation:

1. Bearing strata & Geopiers - Special inspection shall be provided per the recommendations of the Geotechnical Engineer and/or Geopier Specialty Engineer.

2. Footings/Mats & Reinforcing - Refer to the "Concrete" special inspection section for requirements.

CORNER BARS TO MATCH

HORIZ. REINF., TYP.

STANDARD

HOOK

CLASS "B" SPLICE

TYPICAL DETAIL

GRADE BEAM INTERSECTIONS

3/4" = 1'-0"

TYPICAL SECTION

SHELTER PAD

3/4" = 1'-0"

6"

6"

6"

RE: PLAN

#5 @ 16" o.c. EA. WAY, MID DEPTH OF SLAB w/ STD 90o

HOOK TURNDOWN EA END

(2) #5 CONT. @ BOT.

(2) #5 CONT. BARS @ TOP

3"

CLR

(2) #5 VERTS, (1) EA. FACE OF WALL,

SPACED TO MATCH SLAB REINF. w/ STD 90o HOOK @ TOP

3'- 0"

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RE: 3/THIS SHEET FOR ADD'L

GRADE BEAM REINF. REQ'M.

6" THICK SLAB ON GRADE w/

FROST-DEPTH TURN DOWN

EDGES, RE: 2/THIS SHEET

SHELTER SHALL BE PLACED

AT CENTER OF SLAB

FOOTPRINT, PROVIDING 6" OF

CLEARANCE EA. SIDE

12'-10"

'-0

6" C

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S1.1

1/4" = 1'-0"

FOUNDATION PLAN

NOTES:

2'- 4"

2'- 4"

2'-4" 2'-4"

6" C

LR

TY

P.

ANCHOR ENGINEERING, Inc.

PROFESSIONAL ENGINEER

Denver, CO 80211

DRAWN BY-

DESIGNED BY-

2535 17th Street

REVIEWED BY-

FAX (303) 830-9133

PHONE (303) 783-4797

JOB NO.:

TATE B. ELSHOF

JAR

CRM

TBE

260310

UNLESS SPECIFICALLY DETAILED &/OR SPECIFIED ON THE STRUCTURAL CONTRACT DOCUMENTS, SECONDARY ELEMENTS INCLUDING BUT NOT LIMITED TO STEEL TO STEEL CONNECTIONS, GLAZING, STAIRS, BALUSTERS, HALF-WALLS, AWNINGS, SUN SHADES, SITE ELEMENTS, FENCES, RETAINING WALLS, DETENTION VAULTS OR PONDS, & RAILINGS FOR DECKS, BALCONIES, & WALKWAYS HAVE NOT BEEN

DESIGNED BY ANCHOR ENGINEERING, INC. DESIGN & CONSTRUCTION OF THESE ELEMENTS, AND THE

ASSOCIATED ATTACHMENTS TO THE PRIMARY STRUCTURE, WHEN NOT EXPRESSLY SHOWN ON THE

STRUCTURAL CONTRACT DOCUMENTS, ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THESE ELEMENTS ARE CONSIDERED DESIGN-BUILD & THE GENERAL CONTRACTOR SHALL SUBMIT PLANS &

CALCULATIONS FOR THE SECONDARY ELEMENTS AS WELL AS THEIR ATTACHMENTS, SEALED & SIGNED BY A

PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE WORK IS BEING PERFORMED.

SHEET TITLE

SHEET

REVISED:

CHECKED

DRAWN BY

DATE

PROJECT NO.

c COPYRIGHT 2026, DESIGN EDGE, P.C. ALL

RIGHTS RESERVED. ANY COPYING OR OTHER

REPRODUCTION OF THESE DRAWINGS WITHOUT

THE PRIOR WRITTEN AUTHORIZATION OF

DESIGN EDGE, P.C. CONSTITUTES A VIOLATION

OF COPYRIGHT LAW AND WILL BE SUBJECT TO

LEGAL ACTION.

482 S Broadway, Suite 100 Denver, Colorado 80209

303-260-7277 www.de-arch.com

260310

CR

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6/26/2026

100% Construction Documents

6/26/2026

S1.1

SHELTER PAD

TateElshof

COLO PE STAMP_TBE

TateElshof Typewritten Text 06/26/2026

SYMBOL DESCRIPTION

LINETYPES and LINEWEIGHTS

NOTES and TAGS

CIRCUITING POWER SYMBOLS

ABBREVIATIONS

ELECTRICAL SYMBOLS LEGEND

ALL SYMBOLS INDICATED IN THE LEGEND MAY NOT NECESSARILY BE USED ON PLANS.

CIRCUITING DESIGNATION -

OPEN 277/480V., SOLID 120/208V.

CIRCUITING - RUN CONCEALED IN WALL

OR CEILING

CIRCUITING - RUN CONCEALED IN FLOOR

OR GRADE

CONDUIT RISER - TURNED UP, TURNED

DOWN

CIRCUITING - CONTINUED AS DESIGNATED

CIRCUITING - END CAP

GRADE - LARGER DASHED AND BOLD

NEW CIRCUITING - UNDER FLOOR OR

NEW CIRCUITING - CONTINUOUS AND BOLD

EXISTING CIRCUITING - CONTINUOUS AND

THIN

DEMOLITION CIRCUITING - LARGER

DASHED AND THIN

NEW AND RELOCATED DEVICES AND

FIXTURES - CONTINUOUS AND BOLD

EXISTING DEVICES AND FIXTURES

- CONTINUOUS AND THIN

- SMALLER DASHED AND THIN

DEMOLITION DEVICES AND FIXTURES

REVISION DELTA

DRAWING NOTE

MECHANICAL EQUIPMENT

KITCHEN EQUIPMENT

TELECOMMUNICATION SYMBOLS

JUNCTION BOX; J-BOX WITH BLANK COVER

SIMPLEX RECEPTACLE

DUPLEX RECEPTACLE

HALF SWITCHED DUPLEX RECEPTACLE

DEDICATED DUPLEX RECEPTACLE

CEILING MOUNTED DUPLEX RECEPTACLE

CLG. MOUNTED FOURPLEX RECEPTACLE

FOURPLEX RECEPTACLE

DEDICATED FOURPLEX RECEPTACLE

SPECIAL RECEPTACLE - SEE DRAWING NOTES

FLOOR MOUNTED POWER FLOOR BOX DEVICE

FLOOR COMBINATION PWR/DATA FLOOR BOX

NON FUSED DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

VARIABLE FREQUENCY DRIVE

MOTOR

ONE, TWO, and THREE BUTTON PUSH SWITCH

POWER POLE

TIME CLOCK

CONTACTOR

METER

PANEL BOARD

CLOCK

PULLBOX

CURRENT TRANSFORMER

TRANSFORMER

DESCRIPTIONSYMBOL

SWITCHES

SWITCH, SINGLE POLE

SWITCH, DOUBLE POLE

SWITCH, THREE WAY

SWITCH, FOUR WAY

SWITCH, DIMMER

SWITCH, KEYED

SWITCH, WITH PILOT LIGHT

SWITCH, THERMAL OVERLOAD

SWITCH, VARIABLE SPEED CONTROL

SWITCH, WITH TYPE S FUSE HOLDER

(INCLUDE FUSE)

CEILING MOUNTED FIRE HORN/STROBE

SYMBOL DESCRIPTION

FIRE ALARM SYMBOLS

CEILING MOUNTED STROBE

CEILING MOUNTED FIRE SPEAKER

REMOTE INDICATOR LAMP

MANUAL PULL STATION

FLOW SWITCHFS

TS TAMPER SWITCH

WALL MOUNTED STROBE

WALL MOUNTED FIRE HORN

WALL MOUNTED FIRE HORN/STROBE

MAGNETIC DOOR HOLD OPEN

FIRE ALARM CONTROL PANEL

FIRE ALARM ANNUNCIATOR PANEL

DUCT DETECTOR

FIRE SMOKE DAMPER

HEAT DETECTOR

SMOKE DETECTOR

FIREFIGHTER'S PHONE JACK / WALL PHONE

MISCELLANEOUS SYMBOLS

CARD READER, DOUBLE GANG BOX,

REMOTE TEST SWITCH

MUSIC OR PAGING SPEAKER, DOUBLE GANG,

EPO

BELL

SECURITY CAMERA, DOUBLE GANG BOX,

TRANSFORMER

NON-FUSED DISCONNECT

FUSED DISCONNECT SWITCH

PULL BOX

CURRENT TRANSFORMER

ONE LINE DIAGRAM SYMBOLS

DESCRIPTIONSYMBOL

PANEL BOARD

PAD MOUNTED

TRANSFORMER

TRANSFER SWITCH

TRANSFORMER BANK

OVERHEAD POLE MOUNTED

GENERATOR

METER

DESCRIPTIONSYMBOL

FUSED DISCONNECT SWITCH

WITHIN SWITCHBOARD

WITHIN SWITCHBOARD

SPARE SWITCH

SPACE WITHIN SWITCHBOARD

CIRCUIT BREAKER

SERVICE WEATHER HEAD

CURRENT TRANSFORMER

GROUNDING CONNECTION

MOTOR

SWITCH

FLOOR DATA OUTLET - SEE DRAWING NOTES

1" CONDUIT STUB TO ACCESSIBLE CEILING

DATA OUTLET, DOUBLE GANG BOX,

1" CONDUIT STUB TO ACCESSIBLE CEILING

TELEPHONE/DATA OUTLET, DOUBLE GANG BOX,

1" CONDUIT STUB TO ACCESSIBLE CEILING

TELEPHONE OUTLET, DOUBLE GANG BOX,

FLOOR TELEPHONE/DATA OUTLET - SEE

CABLE TV OUTLET, DOUBLE GANG BOX,

WALL SECURITY MOTION SENSOR,DOUBLE GANG,

CLG. SECURITY MOTION SENSOR, DOUBLE GANG,

FF

INTERCOM PUSH BUTTON, DOUBLE GANG BOX

MICROPHONE JACK

COMBINATION CLOCK/SPEAKER BOX

PS PRESSURE SWITCH

ENCLOSURE

SWITCH, LOW VOLTAGE - SEE DRAWING NOTES

3/4" CONDUIT STUB TO ACCESSIBLE CEILING

3/4" CONDUIT STUB TO ACCESSIBLE CEILING

1/2" CONDUIT STUB TO ACCESSIBLE CEILING

1/2" CONDUIT STUB TO ACCESSIBLE CEILING

3/4" CONDUIT STUB TO ACCESSIBLE CEILING

TWO-WAY COMMUNICATION STATION

1" CONDUIT STUB TO ACCESSIBLE CEILING

LIGHTING CONTROL NOTE

DRAWING NOTES

GROUND BAR

COMBINATION DUPLEX RECEPT / USB OUTLETUSB

FIRE ALARM GRAPHIC MAP

PHOTOCELL

1/2" CONDUIT STUB TO ACCESSIBLE CEILING

THERMOSTAT, LINE VOLTAGE

GB GROUND BAR

LTG SCENE CONTROLLER-SEE DRAWING NOTES

PA

1/2" CONDUIT STUB TO ACCESSIBLE CEILING

EMERGENCY POWER OFF PUSH BUTTON

DOOR BUZZER

1/2" CONDUIT STUB TO ACCESSIBLE CEILING

DOOR CONTACT, - SEE DRAWING NOTES

1/2" CONDUIT STUB TO ACCESSIBLE CEILING

LIGHTING CONTROL SENSORS

a,b

D

WALL VACANCY SENSOR, DUAL TECH,

SINGLE ZONE, INTEGRAL OVERRIDE SWITCH

WALL VACANCY SENSOR, DUAL TECH,

SINGLE ZONE, INTEGRAL OVR SWITCH, DIMMING

WALL VACANCY SENSOR, DUAL TECH,

DUAL ZONE, INTEGRAL OVERRIDE SWITCH,

a,b

CEILING VACANCY SENSOR, DUAL TECH,

SINGLE ZONE, POWER PACK;

CEILING VACANCY SENSOR, DUAL TECH,

DUAL ZONE, 2P POWER PACK;

LV OVERRIDE SWITCHES

LV OVERRIDE SWITCHES

WP CEILING VACANCY SENSOR, SINGLE ZONE,

EXTERIOR RATED, EXTENDED RANGE, PIR

INTERIOR DAYLIGHT SENSOR

A,AMP AMPERE

AC ABOVE COUNTER

AFCI ARC FAULT CIRCUIT INTERRUPTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AL ALUMINUM

BLDG BUILDING

C CONDUIT

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CT CURRENT TRANSFORMER

CU COPPER

CLG CEILING (CEILING MOUNTED)

CWP COLD WATER PIPE

(D) EXISTING TO BE DEMOLISHED

Db DECIBEL

(E) EXISTING TO REMAIN

EC ELECTRICAL CONTRACTOR

EPO EMERGENCY POWER OFF

EM EMERGENCY POWER CIRCUIT

FA FIRE ALARM

FC FOOTCANDLES

GC GENERAL CONTRACTOR

GD GARBAGE DISPOSAL

GFCI GROUND FAULT CIRCUIT INTERRUPTER

G,GND GROUND

HP HORSEPOWER

IG ISOLATED GROUND DEVICE

LV LOW VOLTAGE

MC MECHANICAL CONTRACTOR

MCB MAIN CIRCUIT BREAKER

MFR MANUFACTURER

MLO MAIN LUGS ONLY

MV MEDIUM VOLTAGE

MW MICROWAVE

(N) NEW

N NEUTRAL

N.C. NORMALLY CLOSED

N.O. NORMALLY OPEN

NEC NATIONAL ELECTRIC CODE

NF NON FUSED

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NTS NOT TO SCALE

(PART) PARTIAL CIRCUIT

REF REFRIGERATOR

(RL) EXISTING TO BE RELOCATED

RTS REMOTE TEST SWITCH

TBB TELEPHONE PLYWOOD BACKBOARD

UC UNDER COUNTER

UG UNDER GROUND

WP WEATHERPROOF - NEMA 3R

XP EXPLOSION PROOF

DC

B

S

T

P

S

MIC

AI

M

B

M

S

RTS

CR

M

B P

TC

FT

H S

PANEL

"LA"

T C

B P

FRN-R

100A

100/3

100/3

F T

T F

FRN-R

100A

100/3

SPARE

100/3

SPACE

100/3

M

G

M

APPLICABLE CODE STANDARDS

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL FIRE CODE

2021 INTERNATIONAL MECHANICAL CODE

2021 INTERNATIONAL PLUMBING CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2021 INTERNATIONAL FUEL GAS CODE

2023 NATIONAL ELECTRIC CODE

LV

CS

F

MAP

ANN

FACP

DH

F

F

F

F

SC

SU

V

TO

P

K D

GB

C

TC

PP

M

VFD

CJ

D

OS

a,b

VS

VS

VS

VS

VS

(NEW) XCEL ENERGY PAD MOUNT

TRANSFORMER 50 KVA,

120/240, 1PH, 3W

T F

M

LPJ

200A

200/3

G N

GND GND

ROD

(#4 CU GND)

(NEW)

XCEL ENERGY

METER

Isc#1 - X

Isc#2 - X

GRADE LEVEL

COLORADO ANALYTIC SYSTEMS

PRE-FABRICATED BUILDING

200/2

EXTERIOR ENCLOSED CIRCUIT

BREAKER PROVIDED WITH

BUILDING

PANEL

LC-1

PREWIRED 200A LOAD CENTER

PROVIDED WITH BUILDING.

(3-#3/0 CU)2" PVC.

(3-#3/0 CU, 1-#4 CU SSBJ)2" GRC.

PROVIDE METER DISCONNECT

PEDESTAL OR UNISTRUT RACK

FOR MOUNTING.

ROD

(3-#3/0 CU, 1-#6 CU GND)2" PVC.

NONESCALE:

ELECTRICAL ONE-LINE DIAGRAM - BIRCH STREET

DRAWING NOTES

1. AIR MONITORING STATION NAMEPLATE RATING 200A, 120/240V, 1P, 3W, 10,000 AIC.

2. SQUARD D, TYPE QO, MAIN BREAKER AND BRANCH CIRCUIT BREAKERS SERIES RATE WITH 200A LPJ

FUSES TO 200K AIC. REFER TO SERIES RATING CHART THIS SHEET.

3. PROVIDE NEW GROUND AT PANELBOARD.

NEMA 3R

NEMA 3R

SERVICE

DISCONNECT

NEMA 3R

LPJ

200A

200/3

METER

DISCONNECT PER

NEC 230.82,

NEMA 3R

Isc#3 X

Isc#4 X

Isc#5 - X

2 2

G

GND

ROD

(#4 CU GND)

SHEET TITLE

SHEET

REVISED:

CHECKED

DRAWN BY

DATE

PROJECT NO.

c COPYRIGHT 2026, DESIGN EDGE, P.C. ALL

RIGHTS RESERVED. ANY COPYING OR OTHER

REPRODUCTION OF THESE DRAWINGS WITHOUT

THE PRIOR WRITTEN AUTHORIZATION OF

DESIGN EDGE, P.C. CONSTITUTES A VIOLATION

OF COPYRIGHT LAW AND WILL BE SUBJECT TO

LEGAL ACTION.

482 S Broadway, Suite 100 Denver, Colorado 80209

303-260-7277 www.de-arch.com

26056

CMM

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6/5/2026

90% Submittal 6/5/2026 100% Construction Docs 6/29/2026

ONE-LINE DIAGRAM

ELECTRICAL LEGEND &

E0.1

06.29.26

260100 - BASIC ELECTRICAL REQUIREMENTS - GENERAL

1. THE GENERAL CONDITIONS OF THE CONTRACT, SUPPLEMENTARY CONDITIONS OF THE GENERAL CONTRACT, AND REQUIREMENTS OF OTHER DIVISIONS APPLY TO WORK UNDER THIS DIVISION. PROVIDE LABOR, MATERIALS, REQUIRED, WHICH INCLUDES BUT IS NOT LIMITED TO, MASONRY, EXCAVATION AND BACKFILL, CONCRETE, CARPENTRY, AND PATCHING, AND SIMILAR WORK. PROVIDE TEMPORARY ELECTRICITY FOR ELECTRICAL WORK AND THE WORK OF OTHER TRADES.

2. THE MANUFACTURER'S MATERIAL OR EQUIPMENT LISTED FIRST IN THE SPECIFICATIONS OR ON THE DRAWINGS ARE TYPES TO BE PROVIDED FOR ESTABLISHMENT OF SIZE, CAPACITY, GRADE AND QUALITY. ADDITIONAL MANUFACTURERS MATERIALS OR EQUIPMENT LISTED ARE CONSIDERED TO BE "OTHER ACCEPTABLE" MANUFACTURERS, AND THE COST OF CHANGES IN CONSTRUCTION REQUIRED BY THEIR USE SHALL BE BORNE BY THIS CONTRACTOR.

3. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO RESULT IN A COMPLETE ELECTRICAL INSTALLATION IN COMPLETE ACCORDANCE WITH

APPLICABLE CODES AND ORDINANCES.

4. NEITHER THE PROFESSIONAL ACTIVITIES OF THE ENGINEER NOR THE PRESENCE OF THE ENGINEER OR ITS EMPLOYEES AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE SHALL RELIEVE THE CONTRACTOR OF ITS OBLIGATIONS, DUTIES, AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES, OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING, AND COORDINATING THE

WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

5. DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO NOT NECESSARILY INDICATE EVERY REQUIRED JUNCTION BOX, PULL BOX, ELL, ETC. ITEMS NOT SPECIFICALLY MENTIONED IN THE SPECIFICATION OR NOTED ON THE DRAWINGS, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED.

6. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. WHATEVER IS CALLED FOR IN EITHER IS BINDING AS THOUGH CALLED FOR IN BOTH. THE MORE

STRINGENT REQUIREMENTS SHALL GOVERN.

7. DRAWINGS SHALL NOT BE SCALED FOR ROUGH-IN MEASUREMENTS OR USED AS SUBMITTALS. WHERE DRAWINGS ARE REQUIRED FOR THESE PURPOSES OR HAVE TO BE MADE FROM FIELD MEASUREMENTS, TAKE THE NECESSARY MEASUREMENTS AND PREPARE THE DRAWINGS.

8. PRIOR TO ORDERING EQUIPMENT, DETERMINE THAT EQUIPMENT SHALL ADEQUATELY PASS THROUGH BUILDING OPENING AND PASSAGE WAYS PROVIDING UNOBSTRUCTED ACCESS TO FINAL EQUIPMENT LOCATION. EQUIPMENT SHALL BE MANUFACTURED AND SHIPPED IN SECTIONS FOR ASSEMBLY IN FINAL EQUIPMENT LOCATION WHEN INADEQUATE BUILDING OPENINGS AND PASSAGE WAYS LIMIT ACCESS. SUBMITTALS SHALL INDICATE SECTIONALIZED

MANUFACTURE OF EQUIPMENT.

9. BEFORE ORDERING EQUIPMENT AND BEFORE WORK IS INSTALLED, DETERMINE THAT EQUIPMENT SHALL PROPERLY FIT THE SPACE; THAT REQUIRED CLEARANCES CAN BE MAINTAINED AND THAT ELECTRICAL EQUIPMENT CAN BE LOCATED WITHOUT INTERFERENCES BETWEEN SYSTEMS, WITH STRUCTURAL

ELEMENTS OR WITH THE WORK OF OTHER TRADES.

10. IF CONFLICTS ARE DISCOVERED IN CONTRACT DOCUMENTS AS WORK PROGRESSES, A SET OF PDF'S MARKED UP IN RED TEXT AND AND SYMBOLS SHOWING RECOMMENDED MODIFICATIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.

11. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATIONS OF SWITCHES, PANELBOARDS AND OTHER WORK. HOWEVER, REARRANGEMENT AND RECIRCUITING SHALL NOT BE PERMITTED WITHOUT SPECIFIC ACCEPTANCE.

12. INCIDENTAL EQUIPMENT SUCH AS TOOLS, SCAFFOLDING, CONSUMABLE ITEMS, TESTING EQUIPMENT, APPLIANCES AND THE LIKE SHALL BE PROVIDED WHETHER LISTED OR NOT. LABOR, FEES, LICENSES, START-UP AND CHECKOUT SERVICES SHALL ALSO BE PROVIDED.

13. INSTRUCTIONS SUCH AS "PROVIDE THE OUTLETS..." SHALL MEAN THE SAME AS THOUGH THE WORDS "THIS CONTRACTOR SHALL" PRECEDED EACH INSTRUCTION.

"PROVIDE" SHALL MEAN "FURNISH AND INSTALL." WHERE THE WORDS "ACCEPTED" OR "ACCEPTABLE" ARE USED, SUCH "ACCEPTED" OR "ACCEPTABLE" ACTION BY THE ARCHITECT DENOTES THAT THE WORK OR EQUIPMENT ITEM IS IN CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND, IN GENERAL, COMPLIES WITH THE PERTINENT INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.

14. IN THE EVENT THAT DISCREPANCIES EXIST OR REQUIRED ITEMS OR DETAILS HAVE BEEN OMITTED, NOTIFY THE ARCHITECT IN WRITING OF SUCH DISCREPANCY OR OMISSION AT LEAST FIVE DAYS PRIOR TO BID DATE. FAILURE TO DO SO SHALL BE CONSTRUED AS WILLINGNESS TO SUPPLY NECESSARY MATERIALS AND LABOR REQUIRED FOR THE PROPER COMPLETION OF THIS WORK. FOR DISCREPANCIES WHICH ARE NOT REPORTED BY CONTRACTOR THE MOST STRINGENT

REQUIREMENT SHALL APPLY.

15. IN THE EVENT THAT ADDITIONAL INFORMATION IS REQUIRED DURING CONSTRUCTION, REQUEST SUCH INFORMATION FROM THE ARCHITECT IN WRITING PRIOR TO PERFORMING RELATED WORK. THE REQUEST FOR INFORMATION SHALL INCLUDE AN EXPLANATION OF THE INFORMATION REQUIRED INCLUDING REFERENCES TO RELATED PORTIONS OF THE DOCUMENTS AND CONTRACTOR'S RECOMMENDATIONS.

16. EXAMINE THE PREMISES AND BECOME FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE FOR NOT

FOLLOWING THIS PROCEDURE.

17. PROTECT WORK, MATERIALS, AND EQUIPMENT AGAINST THEFT, INJURY, OR DAMAGE UNTIL IT HAS BEEN INSTALLED, TESTED, AND ACCEPTED.

18. BE RESPONSIBLE FOR DAMAGE TO THE PROPERTY OF THE OWNER OR TO THE WORK OF OTHER TRADES DUE TO THE ELECTRICAL WORK DURING THE

CONSTRUCTION AND WARRANTY PERIOD.

19. ERRORS AND OMISSIONS IN THE CONTRACT DOCUMENTS DO NOT RELIEVE THE CONTRACTOR FROM PROVIDING THE WORK IN ACCORDANCE WITH REGULATORY

REQUIREMENTS.

20. EXECUTE AND INSPECT WORK IN ACCORDANCE WITH UNDERWRITERS, LOCAL AND STATE CODES, RULES AND REGULATIONS APPLICABLE TO THE TRADE AFFECTED AS A MINIMUM, BUT IF THE PLANS OR SPECIFICATIONS CALL FOR REQUIREMENTS THAT EXCEED THESE RULES AND REGULATIONS, THE GREATER REQUIREMENT SHALL BE FOLLOWED. FOLLOW REQUIREMENTS OF IBC, IMC, IFC, IECC, NFPA, NEC, OSHA, NEMA, ANSI, UL, EIA/TIA, AND APPLICABLE STATE, LOCAL OR FEDERAL SPECIFICATIONS.

21. CONFORM TO GUIDELINES AND REQUIREMENTS OF LOCAL UTILITY COMPANIES. COORDINATE CT, PT, AND METERING REQUIREMENTS WITH SERVING UTILITY.

COORDINATE WITH OWNER AND SUBMIT SERVICE APPLICATIONS AND ANY REQUIRED EXCEPTION FORMS. OBTAIN APPROVAL LETTERS FOR EXCEPTIONS PRIOR

TO PURCHASING EQUIPMENT. COORDINATE WITH ENGINEER.

22. OBTAIN PERMITS REQUIRED FOR THE ELECTRICAL WORK ON THIS PROJECT. PAY FEES, INCLUDING SERVICE INSTALLATION AND CONNECTION CHARGES, PERMIT FEES. NO WORK SHALL BE STARTED PRIOR TO OBTAINING NECESSARY PERMITS AND PAYMENT OF REQUIRED FEES. WORK INSTALLED PRIOR TO OBTAINING PROPER PERMITS SHALL, IF REQUIRED BY PERMITTING AUTHORITY, BE REDONE IN COMPLIANCE WITH REQUIREMENTS. NOTATIONS MADE ON PERMIT OR REVIEW DOCUMENTS SHALL BE OBSERVED. ADDITIONAL REQUIREMENTS NOTED BY JURISDICTIONAL AUTHORITY SHALL BE MADE PART OF THE REQUIREMENTS FOR CONSTRUCTION OF THE PROJECT. ADDITIONAL COSTS FOR IMPLEMENTING JURISDICTIONAL AUTHORITY'S REQUIREMENTS, IF ANY, SHALL BE SUBMITTED

TO THE ARCHITECT PRIOR TO CONSTRUCTION FOR REVIEW.

23. SUBSTITUTIONS.

A. MATERIAL AND EQUIPMENT USED IN BIDS SHALL BE AS SPECIFIED. PROPOSED SUBSTITUTIONS SHALL BE REVIEWED AFTER AWARD OF CONTRACT DURING

SUBMITTAL REVIEW. PROPOSED SUBSTITUTES SHALL BE CLEARLY LABELED AS A SUBSTITUTE. SUBMITTALS SHALL INCLUDE DATA NECESSARY FOR COMPLETE EVALUATION OF THE PROPOSED SUBSTITUTION. SUBSTITUTION MATERIALS AND EQUIPMENT USED IN BIDS SHALL BE AT CONTRACTOR'S RISK, AND AS SUCH ARE SUBJECT TO REJECTION DURING SUBMITTAL REVIEW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FEES FOR RE-DESIGN INCURRED BY THE ENGINEER RESULTING FROMTHE USE OF SUBSTITUTION MATERIALS. SUCH EXTRA FEES SHALL BE DEDUCTED FROM PAYMENT TO THE

CONTRACTOR.

B. WHERE "OTHER ACCEPTABLE" MANUFACTURERS ARE NAMED, THEIR PRODUCTS MAY BE USED PROVIDED THEY TOTALLY MEET THE SPECIFICATIONS AND ARE DIMENSIONALLY SUITABLE AND OPERATIONALLY IDENTICAL TO THE SPECIFIED ITEM. THE DECISION AS TO WHETHER OR NOT SUCH ITEMS ARE EQUAL

TO THE SPECIFIED ITEMS SHALL BE MADE BY THE ARCHITECT DURING SUBMITTAL REVIEW.

25. SUBMITTALS

A. THE PURPOSE OF SUBMITTALS IS TO ENSURE THAT CONTRACTOR UNDERSTANDS DESIGN REQUIREMENTS AND DEMONSTRATES UNDERSTANDING BY

INDICATING AND DETAILING INTENDED MATERIALS, METHODS, AND PROPER INSTALLATION PRACTICES. IF DISCREPANCIES BETWEEN SUBMITTALS AND CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SUBMITTALS ARE REVIEWED, REQUIREMENTS OF CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. SUBMITTALS WHICH ARE SUBMITTED, BUT WHICH ARE NOT REQUIRED BY CONTRACT DOCUMENTS, SHALL BE RETURNED NOT

REVIEWED.

B. REVIEW OF SUBMITTALS AND ACTION RECOMMENDED AS RESULT OF REVIEW IS A COURTESY EXTENDED TO CONTRACTOR BY ENGINEER. THIS REVIEW IS INTENDED TO MINIMIZE DELIVERY TO JOB SITE AND INSTALLATION OF MATERIALS AND EQUIPMENT THAT DO NOT MEET INTENT OF CONSTRUCTION DOCUMENTS. SUBMISSION OF MATERIAL FOR REVIEW DOES NOT ALTER CONTRACTOR'S OBLIGATION TO FOLLOW INTENT OF CONSTRUCTION DOCUMENTS, NOR CONTRACTOR'S RESPONSIBILITY TO COMPLY THEREWITH REGARDLESS OF ACTION NOTED IN ENGINEERS REVIEW.

C. PRODUCT DATA SUBMITTALS SHALL INCLUDE CATALOG CUT-SHEETS, MANUFACTURER'S DATA SHEETS, WRITTEN DESCRIPTIONS, SPECIFICATION SHEETS DETAILING THE ASSOCIATED PRODUCT, ITEM, ASSEMBLY AND INSTALLATION. HIGHLIGHT CHARACTERISTICS AND FEATURES WITHIN PRODUCT DATA SUBMITTALS WITH A YELLOW HIGHLIGHTING MARKER TO IDENTIFY COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. INDICATE CHARACTERISTICS AND FEATURES WHICH ARE MISSING OR VARY FROM THE DRAWINGS AND SPECIFICATIONS. SUBMITTALS SHALL INCLUDE DETAILS, INSTALLATION DRAWINGS, ASSEMBLY DRAWINGS, FABRICATION DRAWINGS, DIAGRAMS, ETC., WHICH SHOW ADAPTATION OR INSTALLATION OF CONTRACTOR-FURNISHED PRODUCTS

OR MATERIALS FOR OVERALL PROJECT.

D. PRIOR TO ORDERING EQUIPMENT OR BEGINNING INSTALLATION WORK, ASSEMBLE, PREPARE, AND SUBMIT SHOP DRAWINGS REQUIRED FOR PROJECT.

SUBMIT SUBMITTALS AS REQUIRED BY INDIVIDUAL SECTIONS OF SPECIFICATIONS. AS A MINIMUM, PROVIDE PRODUCT DATA SUBMITTALS FOR EQUIPMENT

INDICATED ON THE DRAWINGS WHETHER MENTIONED IN THESE SPECIFICATIONS OR NOT.

E. CONTRACTOR SHALL THOROUGHLY CHECK SUBCONTRACTORS' OR VENDORS' SUBMITTALS AND, AFTER APPROVING SUBMITTALS, PROVIDE SUBMITTALS FOR REVIEW. PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE REVIEWED BY THE ARCHITECT AND WILL BE RETURNED NOT REVIEWED. SUBMITTALS THAT

DO NOT BEAR CONTRACTOR'S REVIEW STAMP SHALL BE RETURNED NOT REVIEWED.

F. EACH SET OF SUBMITTALS SUBMITTED OR RE-SUBMITTED SHALL BEAR A UNIQUE CONTRACTOR'S SUBMITTAL NUMBER. AFTER REVIEW, SUBMITTALS SHALL BE RETURNED TOGETHER WITH SUBMITTAL REVIEW SHEET WHICH INDICATES COMMENTS ON SUBMITTALS WITH SPECIFIC ACTIONS SUCH AS: NO EXCEPTION TAKEN; MAKE CORRECTIONS NOTED, RE-SUBMITTAL NOT REQUIRED; MAKE CORRECTIONS NOTED, RE-SUBMITTAL REQUIRED; REJECTED; NOT REVIEWED.

CONTINUE TO RE-SUBMIT SUBMITTALS UNTIL NO EXCEPTION TAKEN OR MAKE CORRECTIONS NOTED, RE-SUBMITTAL NOT REQUIRED ACTION IS INDICATED.

PROVIDE A COPY OF THE ORIGINAL SUBMITTAL REVIEW COMMENTS FOR RESUBMITTED ITEMS.

G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXTRA FEES INCURRED BY THE ENGINEER RESULTING FROM SUBSEQUENT REVIEW(S) OF SUBMITTALS WHICH FAIL TO MEET THE REQUIREMENTS HEREIN. SUCH EXTRA FEES SHALL BE DEDUCTED FROM PAYMENT TO THE CONTRACTOR.

26. KEEP IN CUSTODY DURING ENTIRE PERIOD OF CONSTRUCTION, A CURRENT SET OF DOCUMENTS INDICATING CHANGES THAT HAVE BEEN MADE TO THE CONTRACT DOCUMENTS. CHANGES TO BE NOTED ON THE DOCUMENTS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO, PANELBOARD, LUMINAIRE, EQUIPMENT, AND OTHER SCHEDULES; CIRCUITING; EQUIPMENT, LUMINAIRES, OR CONDUIT LOCATED MORE THAT 2 FEET (0.61 METERS) FROM WHERE SHOWN ON DRAWINGS;

ELECTRICAL EQUIPMENT RATINGS; MODIFICATIONS TO SPECIFICATIONS. INCORPORATE ADDENDA, ACCEPTED LTERNATES, CHANGE ORDERS, AND OTHER DOCUMENT REVISIONS WHICH OCCURRED AFTER THE AWARD OF THE GENERAL CONTRACT OR THE START OF CONSTRUCTION ACTIVITIES INTO THE RECORD DOCUMENTS. NOTATIONS AND CHANGES SHALL BE DONE IN A NEAT AND LEGIBLE MANNER. UPON COMPLETION OF WORK, SUBMIT THE COMPLETE SET OF

RECORD DOCUMENTS TO THE ARCHITECT.

27. PROTECT MATERIALS AND EQUIPMENT FROM PHYSICAL DAMAGE, CONSTRUCTION DIRT, AND THE ELEMENTS FROM THE TIME THEY ARE DELIVERED UNTIL FINAL ACCEPTANCE. THE CONTRACTOR INSTALLING THE EQUIPMENT OR MATERIALS SHALL BE RESPONSIBLE FOR THEIR PROTECTION.

28. SCHEDULE WORK TO COORDINATE WITH THAT OF OTHER TRADES TO MINIMIZE DELAYS. COORDINATE WITH OWNER AND UTILITY COMPANIES OUTAGES DUE TO INTERFACING ELECTRICAL EQUIPMENT. OUTAGES MUST BE SCHEDULED AT LEAST FIVE DAYS IN ADVANCE AND SHALL BE AT A TIME AND DURATION ACCEPTABLE TO THE OWNER. OUTAGES AT A TIME OTHER THAN NORMAL WORKING HOURS, SHALL NOT ENTITLE THE CONTRACTOR TO ADDITIONAL OVERTIME OR

COMPENSATION BEYOND THAT IN THE BID.

29. LOCATIONS OF DEVICES, OUTLETS, ETC., AS…