Checked

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L.F.O.

© ARIS CRIST AIA 2017. THIS

TECH

NICAL D

RAW

IN

G AN

D TH

E

ARCH

ITECTU

RAL W

ORK D

EPICTED

ARE CO

PYRIG

HTED

BY

ARIS CRIST AIA

DateRevisions

11/15/16

NTS

T-1.0

STATE OF CONNECTICUT DEPARTMENT OF HOUSINGCommunity Development Block GrantDisaster Recovery ProgramProject: B-13-DS-09-001

Merritt Construction Services, Inc.1177 High Ridge RoadStamford, Connecticut 06905

Applicant Number 13131 Yost StreetNorwalk, Connecticut 06854 DRAWING LIST:

T-1.0 TITLE SHEETEBLS EXISTING BUILDING LOCATION SURVEYZLS ZONING LOCATION SURVEYSE-1 SITE DEVELOPMENT PLANSE-2 SITE DETAILSD-1.0 DEMOLITION PLANSA-1.0 FOUNDATION PLANA-2.0 FIRST FLOOR PLANA-3.0 SECOND FLOOR & ROOF PLANA-4.0 ELEVATIONS & CROSS SECTIONA-5.0 ELEVATIONS & WALL SECTIONSO STRUCTURAL NOTESS1 FOUNDATION & 1st FLOOR PLANSS2 ROOF PLANS3 DETAILS

CODES:

NOT FORCONSTRUCTION

DP-1.0 BASEMENT AND FIRST FLOOR PLUMBING DEMOLITION PLANS

DM-1.0 BASEMENT AND FIRST FLOOR MECHANICAL DEMOLITION PLANS

DE-1.0 BASEMENT AND FIRST FLOOR ELECTRICAL DEMOLITION PLANS

P-1.0 BASEMENT AND FIRST FLOOR PLUMBING PLANSM-1.0 BASEMENT AND FIRST FLOOR MECHANICAL

PLANSM-2.0 SECOND FLOOR MECHANICAL PLANE-1.0 FIRST FLOOR ELECTRICAL PLAN

THE DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED WERE PREPARED INACCORDANCE WITH THE FOLLOWING CODES:THE 2012 INTERNATIONAL RESIDENTIAL CODE AS MODIFIED BY:2016 AMENDMENT TO THE STATE OF CONNECTICUT BUILDING CODE2012 INTERNATIONAL PLUMBING CODE (IPC)2012 INTERNATIONAL MECHANICAL CODE (IMC)2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)2012 INTERNATIONAL RESIDENTIAL CODE (IRC)2014 NATIONAL ELECTRICAL CODE (NFPA 70)

F.E.M.A. STANDARD ONLY IF IN FLOOD HAZARD AREASZONING COMPLIANCE PREDICATED ON A. B. C. & D.

A. All new construction and substantial improvements shall:

1.Be designed or modified and adequately anchored to prevent flotation, collapse, or lateral movement of the structure resultingfrom hydrodynamic and hydrostatic loads, including the effects of buoyancy.

2.Be constructed with materials resistant to flood damage.3.Be constructed by methods and practices that minimize flood damages.4.Be constructed with electrical, heating, ventilation, plumbing and air-conditioning equipment and other service facilities that are

designed and/or located so as to prevent water from entering or accumulating within the components during conditions offlooding.

B. New and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the system.

C. New and.replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into thesystems and discharges from the system into flood waters and on-site waste disposal systems shall be located and constructed toavoid impairment to them or contamination from. them during flooding.

D. All new construction and substantial improvements shall have the lowest floor, including basement elevated to or above the baseflood level and if constructed with a fully enclosed area below this lowest floor shall be designed to automatically equalizehydrostatic flood forces on exterior walls by allowing for the entry and exit of flood waters.

Bidding 04/20/17

Bidding 04/28/17

ADD/ALT 09/12/17

CB

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.57'

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PROPOSED

ASPHALT DRIVEWAY

REPAVE CONCRETE

APRON

20'MA

X

8.5

'

19'

AD

D A

LT

ST

ON

E

WA

LK

WA

Y

ELECTRIC METER SHALL BE RAISED

ABOVE ELEVATION 12.0. LOCATION

OF UTILITY SERVICES SHALL BE

COORDINATED WITH GOVERNING

UTILITY COMPANIES.

EXISTING OIL FILL TO BE REMOVED

OVERHEAD SERVICE SHALL BE

REMOVED AND RELOCATED

PER UTILITY COMPANY ONCE

BUILDING IS RAISED

WATER SERVICE TO BE RELOCATED

AS NECESSARY. COORDINATE WITH

GOVERNING UTILITY COMPANY

CONNECT TO EXITING SANITARY

LATERAL. VIDEO INSPECTION MAY

BE REQUIRED BY NORWALK DPW

INSTALL TRACKING PAD AT

CONSTRUCTION ACCESS

PROPOSED 6" CONCRETE CURB.

MATCH EXISTING GRADES

ADD ALTERNATE: STAIRS

AND LANDING (DESIGNED

BY OTHERS)

PROPOSED GAS METER LOCATION

TO BE COORDINATED WITH

GOVERNING UTILITY COMPANY

W

W

W

W

W

W

W

REMOVE EXISTING DRIVEWAY

AND BASE MATERIAL. BACKFILL

WITH GENERAL FILL AND

TOPSOIL, SEED AND HAY MULCH

EXISTING GAS SERVICE TO BE

COORDINATED WITH

EVERSOURCE GAS

8.3

8.0

7.9

8.1

7.5

TL=7.13

BL=7.00

PROPOSED 1

1

2

" ASPHALT

DRIVEWAY LIP

PR

OP

OS

ED

GA

RA

GE

SLA

B =

8.3

PROPOSED ASPHALT PARKING SPACE

TO BE INSTALLED BEYOND 15' STREET

SETBACK.

EXISTING WALKWAYS TO BE REMOVED (TYP.)

EXISTING TREE TO BE

PROTECTED. LIMBS TO BE

TRIMMED AS NECESSARY THAT

INTERFERE WITH CONSTRUCTION

E

E

E

E

E

E

E

E

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

SILT FENCE (TYP.)

7.4

8.5

EXISTING GRAVEL AREA TO REMAIN

15.6

8.1

15.6

LANDING

7.6

G

G

G

G

G

G

G

PROPOSED WATER METER PIT

7.6

TREES TO BE REMOVED (TYP.)

TREE TO BE TRIMMED AS

NECESSARY (TYP.)

8.3

8.1

8.1

ROOF LEADERS SHALL BE EXTENDED TO GRADE

AND DISCHARGED ONTO A SPLASH PAD (TYP.)

CHAIN LINK FENCE TO BE REINSTALLED

13.1

13.6

LIMIT OF SAWCUT. REFER TO

ASPHALT TRENCH REPAIR DETAIL

REMOVE CHAIN LINK FENCE AND

INSTALL NEW STOCKADE FENCE

GENERAL NOTES:

1. This drawing is intended only to depict the design of site grading, utilities and sediment & erosion controls.This drawing is for approval purposes only. No construction may begin prior to obtaining all necessarypermits and approvals.

2. All survey data, boundary lines, topography, building locations and area calculations are from a survey

prepared by Redniss & Mead entitled Existing Building Location Survey dated 4-20-2017. Elevationsdepicted or labeled are based on NAVD-88.

3. Refer to drawings by Aris Crist, Architect for information regarding building plans.

4. Property lies in a C Residential zone.

5. All construction shall comply with the City of Norwalk requirements, the State of Connecticut Basic

Building Code Americans with Disabilities Act (ADA), the Connecticut Guidelines for Soil and Erosion andSediment Control, OSHA, CT DOT Form 817 (latest edition), and FEMA Flood Regulations.

6. All development activities to be undertaken within the street right-of-way and other public lands shall

comply fully with Norwalk standards unless approved deviation is specifically set forth as part of thisapplication. All work within the State right-of-way will comply with the CT DOT Form 816 with the latestspecial Provisions and Typical State Standard Details.

7. Contractor shall supply complete shop drawings including manufacturer's product data sheets to the SiteEngineer, for all construction material used in conjunction with these drawings. Contractor shall allow a 5day review period, prior to fabrication and installation.

8. Information on existing utilities has been compiled from various sources including utility company records,municipal record maps and field survey and is not guaranteed to be correct or complete. The contractor issolely responsible for determining actual locations and elevations of all utilities including undergroundservices.

9. The property is served by public water and sewers.

10. Prior to any excavation the Contractor and/or Applicant, in accordance with Public Act 77-350, shall berequired to contact "Call Before You Dig" at 1-800-922-4455 for mark-out of underground utilities. Dig

test pit(s) at utility crossing(s) to check actual clearances with new utilities prior to construction. Ifconflicts are found the contractor shall notify the engineer, at which time the sewer in question shall beredesigned. If such redesign is not possible, the existing pipes or utilities shall be relocated to avoid the

conflict. Such relocation shall be done with knowledge of and in accordance with the owner of the utility.

11. It shall be the responsibility of the contractor to provide any excavation safeguards, necessary barricades,

flagmen, etc., for traffic control and site safety. All work shall be done in accordance with OSHArequirements. The contractor shall be responsible for compliance with OSHA requirements.

12. When preparing the existing site for the proposed development, all materials removed shall be disposed of

in conformance with all governing agencies.

13. Building elevations are subject to change and shall be finalized prior to building permit.

14. Prior to issuance of a Certificate of Occupancy, the Department of Public Works may require a

certification letter stating that the development was constructed in accordance to the approved plans, andan "as-built" drawing shall be submitted

15. The work shall be done in conformance with the plans unless changes have been approved in writing bythe design engineer prior to the work being done.

EARTHWORK & GRADING:

16. Grade away from building walls at 2% minimum (typical).

17. After the areas to be topsoiled have been brought to grade, the subgrade shall be loosened by scarifying to

a depth of at least 2" to ensure bonding of the topsoil and subsoil.

18. Fill or topsoil shall not be placed nor compacted while in a frozen or muddy condition or while subgrade isfrozen.

FLOOD PROTECTION:

19. The property lies within FEMA Special Flood Hazard Area Zone AE-11. Base Flood Elevation (BFE) (100year storm) is 11.0 NAVD-88 as depicted on the Flood Insurance Rate Map Community No.

09001C0533G Panel 533 of 626, revised date July 8, 2013.

20. The construction of this development must follow the requirements set forth in the Federal EmergencyManagement Administration (FEMA) regulations for flood protection.

21. All utilities shall be installed per FEMA regulations for flood protection. All utilities (i.e., meters, etc.) mustbe set at least one foot above the BFE or waterproofed.

22. The first floor of the raised building shall be set above the calculated 500 Flood Elevation of 13.75 pursuantto FEMA Technical Fact Sheet No. 1.6.

SANITARY SEWER SYSTEM:

23. Existing sewer lateral shall be reused if approved by Department of Public Works. Video inspection may berequired to determine condition of pipe.

24. All sanitary sewer pipe shall be Poly Vinyl Chloride Pipe (PVCP) and shall be Schedule 40 with solvent weldjoints.

25. Flow in existing sewer system must not be interrupted. Any temporary routing of this sewer flow must bedone in conformance with all applicable rules and regulations.

26. Under no circumstances shall trench water be allowed to drain off through sanitary sewer lines.

27. All crushed stone shall be Gradation No. 4 as per CT DOT Form 816, Article M.01.01. Stone shall consistof sound, tough, durable particles free from soft, thin, elongated, laminated, friable, micaceous, ordisintegrated pieces of mud, dirt or other deleterious material.

UTILITIES:

28. Proposed electric, telephone, cable, gas and water services are shown for schematic purposes only and aresubject to change pending utility company review. These utilities shall be designed by others and installed inconformance to the requirements of the governing utility companies.

29. All proposed utility facilities shall be raised or lowered to be flush with finished grade.

30. Where necessary, existing utilities shall be reinstalled to meet all minimum coverage requirements.

31. Utility connections at building face shall be coordinated with the building contractors.

32. In general, each utility shall have a minimum clearance of three feet to any other underground utility.

33. Any and all utilities abandoned shall be capped or removed in accordance with utility companies'requirements.

34. All utilities shall be installed per FEMA regulations for flood protection. All utilities (i.e., HVAC condensers,electric transformers, etc.) must be set one foot above the Base Flood Elevation (BFE) or waterproofed.

35. Electric, telephone, cable, gas and water services shall be compliant with the City of Norwalk ZoningRegulations Flood Hazard Zone, Article 110 and shall be installed in conformance to the requirements ofthe governing utility companies. Gas and electric meters shall be located one foot above the BFE.

36. Gas service to the meter shall be installed by the utility company.

PAVEMENT:

37. Areas of asphalt pavement that are disturbed by the construction of this project shall be replaced inaccordance with the asphalt pavement repair detail. The finished grade of asphalt paving shall blend to

existing grade and the edge of the concrete pavement smoothly with no slopes exceeding 4%.

38. Existing features such as but not limited to walks, curbs, and pavement damaged by construction activitiesshall be repaired at no additional cost to the owner.

39. Saw cut perimeter of area to be excavated. Saw cut shall be straight and vertical.

40. Compaction shall be constructed as specified in the CT DOT FORM 816 (latest edition), Section 4.06specification, the drawings and the details. Testing lab shall verify compaction of each course of pavement

as directed by the Site Engineer.

41. Finished paving shall be free of ``bird baths" and be smooth at the slopes specified on the plans.

42. The pavement shall be protected from vehicular traffic of any kind with the use of barricades, etc. for a

minimum period of 24 hours after final rolling. Maintain and protect asphalt surface from scrapes, sears,spills, hydraulic leaks, and any other construction damage for the remainder of construction until Owner'sRepresentative acceptance. Contractor is responsible for clearing, repairing, seal coating, patching, and

re-striping as necessary to obtain Owner's Representative's final approval/acceptance.

SEDIMENT AND EROSION CONTROL NOTES:

43. All sediment and erosion controls shall be done in conformance with the "Connecticut Guidelines for Soil

Erosion and Sediment Control" dated May 2002 prepared by The Connecticut Council on Soil and WaterConservation.

44. The contractor is assigned the responsibility for implementing this sediment and erosion control plan.

This responsibility includes the installation and maintenance of control measures, informing all partiesengaged on the construction site of the requirements and objectives of the plan notifying the ZoningDepartment of any transfer of this responsibility.

45. Temporary sediment control measures and tree protection must be installed in accordance with drawingsand manufacturer recommendations prior to work in any upland areas.

46. No construction or construction equipment or storage of materials will be allowed on the downhill side of

the silt fence or within fenced off areas, except during construction of the proposed facilities shownbeyond the fences.

47. Anti-tracking pads shall be installed at start of construction and maintained in an effective condition

throughout the duration of construction. Pads consist of 2" - 4" crushed stone, 6" minimum thickness andextend the width of the construction access. The length of the access shall be sufficient to prevent dirtfrom being tracked onto off site roads (minimum length of 50').

48. Silt fence shall be Mirafi envirofence, Amoco siltstop or equivalent approved by Site Engineer. Filter fabricused shall be Mirafi 100x or equivalent. Install silt fence according to manufacturer's instruction,

particularly, bury lower edge of fabric into ground.

49. Land disturbance shall be kept to a minimum. All disturbed area shall be planted in where permanentplantings are called for as soon as practicable. Seed and mulch disturbed areas with grass seed where

permanent plantings are not called for, as soon as practicable. Prepare seedbed (4" thick minimum) withtopsoil. Seed, rake, roll, water and mulch areas according to mixes below. Water as often as necessary(up to 3 times per day) to establish cover. Mulch seeded areas at 1 to 2 tons/acre with salt hay. Maintain

mulch and watering until grass is 3" high with 85% cover. Reseed or overseed if necessary.

Temporary Seed Mix:

Perennial ryegrass 40 lbs/ac. (1 lb/1000 sf.)

Permanent Lawns:

Kentucky Bluegrass 20 lbs/ac.

Creeping Red Fescue 20 lbs/ac.

Perennial Ryegrass 5 lbs/ac.

45 lbs/ac. (1 lb/1000 sf.)

Optimum Seeding Dates:

April 15 through June 15

August 15 through October 1

50. Any disturbed area shall be restored to the preconstruction condition. Disturbed areas shall be top soiled,

seeded with grass and mulched in a manner conforming to the recommendations of the "Guidelines forSoil Erosion and Sediment Control", published by The Connecticut Council on Soil and WaterConservation, May 2002.

51. If disturbed areas can not be seeded immediately due to the time of year, mulch area until seeding canoccur; remove mulch and seed and remulch when season permits.

52. Haybales shall be new and are to be replaced whenever their condition deteriorates beyond reasonableusability.

53. Affected portions of off site roads and sidewalks must be swept clean when required to keep down dust

and prevent safety hazards or at least once a week during construction and as directed by Site Engineer.

54. Dust control to be achieved with watering down disturbed areas as required.

55. After each storm event or once bi-weekly, all sediment and erosion controls shall be inspected. Anycorrective actions to mitigate environmental concerns will be ordered by the site engineer orenvironmental engineer.

56. Additional sediment and erosion control measures may be installed during the construction period if foundnecessary by the inspecting engineer or any Governing Agency.

57. All permanent and temporary sediment control devices will be maintained in effective conditionthroughout the construction period until upland disturbed areas are thoroughly stabilized. Upon

completion of work and stabilization of all upland areas, all temporary sediment control devices and treeprotection should be removed from the site and any silt disposed of legally.

58. Periodically and upon completion of the job, clean silt from any effected storm sewer systems including

pipes and inlets. Use silt during final landscaping or dispose off-site legally.

Owner of record is Kevin M. Dupree.

CT Department of Housing Community

Development Block Grant - Disaster Recovery

Applicant #1313

DISTRICT: 5

BLOCK: 85C

LOT: 60

ZONE: C RES.

ORIENTATION

TAX MAP 16SE

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4/20/2017

1"=10'

SE-1

9709

NOT FOR

CONSTRUCTION

4/20/17

BID SET

NORWALK,CT. 1"=800'

SITE

Sep

tem

ber

7, 2

017

9/7/17

ADD ALT

LAY FABRIC INTO TRENCH

AND BACKFILL OVER IT

POST SPACING TO BE

DETERMINED IN FIELD

MIRAFI 100X SEDIMENTATION CONTROL

FABRIC OR EQUIVALENT ATTACHED TO

POSTS WITH SUITABLE FASTENERS AND

BRACING

6"

6"

FABRIC & POST

SILTATION BARRIER(SILT FENCE)

N.T.S.

NOTE: ALL THICKNESSES SHOWN

ARE AFTER COMPACTION.

2 1/2"

1 1/2"

8"

ASPHALT PAVEMENT DETAILN.T.S.

1 1/2" ASPHALT TOP COURSE CT. ST.

HIGHWAY CLASS 2 MIX

2 1/2" ASPHALT BINDER COURSE CT. ST.

HIGHWAY CLASS 1 MIX

8" OF PROCESSED AGGREGATE AS

DESCRIBED IN SECTION M.05 AND 3.04

OF CONNECTICUT DEPARTMENT OF

TRANSPORTATION FORM 816.

STABILIZED CONSTRUCTION

ENTRANCE( TRACKING PAD )

N.T.S.

PUBLIC

RIGHT-OF-

WAY

PROVIDE APPROPRIATE TRANSITION BETWEEN

STABILIZED CONSTRUCTION ENTRANCE AND

PUBLIC RIGHT-OF-WAY

EXISTING

GRADING

EXISTING

GRADING

20' MIN.

6" MIN.

PUBLIC

RIGHT-OF-WAY

2"-4" CRUSHED STONE

20' MIN.

Checked

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4/20/2017

N.T.S.

SE-2

9709

NOT FOR

CONSTRUCTION

4/20/17

BID SET

CLASS "C"

CONCRETE

NOTE:

A 1/8" STEEL DIVISION PLATE SHALL BE

PLACED AT EVERY 10 FEET OF CURBING AND

REMOVED AFTER THE CONCRETE HAS SET. A

1/2" APPROVED BITUMINOUS JOINT SHALL BE

PLACED EVERY 20 FEET.

15" MIN.

CRUSHED STONE

9"

8" M

IN

.20" M

IN

.

PAVEMENT (SEE DETAIL)

2'

6"

ROUND TO 1" RADIUS

6"

1/2"Ø BAR

9'-10" LONG

REFER TO DETAIL OF

CONCRETE SIDEWALK

CONCRETE CURBN.T.S.

TREE PROTECTION(SHOWING ACCEPTABLE TYPES OF FENCING)

N.T.S.

CORD

FENCE

WOOD

FENCE

SNOW

FENCE

DRIP

LINE

4"

SUITABLE SUBSOIL

RIVER STONE

NOTES:

1. Strip and remove organic layer of soil prior to placement of

stone. Compact subsoil.

2. Path stone shall consist of 1" - 2" white river stone.

3. Curb shall be belgian block or brick.

4' MINIMUM

STONE PATH DETAILN.T.S.

CU

BR

ASPHALT TRENCH REPAIRN.T.S.

CUT BACK TO ELIMINATE IRREGULAR EDGE,

MINIMUM 6".

1½" TOP COURSE, CONN. STATE HIGHWAY

CLASS 2 MIX.

2½" BINDER ASPHALT CONCRETE, CONN. STATE

HIGHWAY CLASS IV MIX.

2-6" LAYERS OF RUN OF BANK GRAVEL AS

DESCRIBED IN SECTION M.02, GRADATION C, OF

CONNECTICUT DEPARTMENT OF TRANSPORTATION

FORM 817.

1"

2"

1"

2"

2"

2" 2"

5"

1/4"

NOTES:

1. CONCRETE TO BE 5,000 PSI, NWC, 5.5% AIR ENTRAINED, 1

1

2

" MAX AGGREGATE, 0.45 W/C.

2. REINFORCED WITH WELDED WIRE FRAME 4x4 - W4.0xW4.0 (SHEETS ONLY) DISCONTINUED AT EXPANSION JOINTS.

3. GRAVEL BASE SHALL CONFORM TO GRADATION A AS DEFINED IN CONNDOT FORM 817 SECTION M. 02.01.

4. INSTALL AS PER THE AMERICAN CONCRETE INSTITUTE CODE.

5. THE AREA SHALL BE COMPACTED TO AT LEAST 95% OF THE DRY DENSITY ACHIEVED BY AASHTO T180, METHOD D.

6. CONTRACTION JOINT TO BE PLACED SO REMAINING SECTIONS OF CONCRETE ARE GENERALLY SQUARE OR AT LEAST EVERY 9'.

7. EDGES OF CONCRETE TO BE TOOLED TO A 1/2" RADIUS.

8. SIZE OF PAD TO BE VERIFIED PRIOR TO CONSTRUCTION.

CONCRETE PAVEMENT DETAILN.T.S.

COMPACTED SUBGRADE

CONCRETE SLAB

PAINT CONTACT SURFACE WITH

CURING COMPOUND OR OTHER

APPROVED BOND BRAKER BEFORE

ADJACENT SLAB IS PLACED

FORM KEY USING BEVELED WOOD

STRIP ATTACHED TO FORM

DETAIL OF

CONTRACTION JOINT

SCORE LINE OVER

BASE SLAB JOINT

SAW CUT DEPTH = T/4

6" OF

COMPACTED

GRAVEL

WELDED WIRE FRAME 4x4 -

W4.0xW4.0 (SHEETS ONLY)

DISCONTINUED AT

EXPANSION JOINTS

Sep

tem

ber

7, 2

017

9/7/17

ADD ALT

ADD ALT

Checked

Sheet

Job Number

Scale

Date

Drawn

L.F.O.

© ARIS CRIST AIA 2017. THIS

TECH

NICAL D

RAW

IN

G AN

D TH

E

ARCH

ITECTU

RAL W

ORK D

EPICTED

ARE CO

PYRIG

HTED

BY

ARIS CRIST AIA

DateRevisions

11/15/16

1/4" : 1'-0"

D-1.0

Bidding 04/20/17

NOT FORCONSTRUCTION

Bidding 04/28/17

ADD/ALT 09/12/17

Checked

Sheet

Job Number

Scale

Date

Drawn

L.F.O.

© ARIS CRIST AIA 2017. THIS

TECH

NICAL D

RAW

IN

G AN

D TH

E

ARCH

ITECTU

RAL W

ORK D

EPICTED

ARE CO

PYRIG

HTED

BY

ARIS CRIST AIA

DateRevisions

11/15/16

1/4" : 1'-0"

A-1.0

Bidding 04/20/17

NOT FORCONSTRUCTION

Bidding 04/28/17

ADD/ALT 09/12/17

Checked

Sheet

Job Number

Scale

Date

Drawn

L.F.O.

© ARIS CRIST AIA 2017. THIS

TECH

NICAL D

RAW

IN

G AN

D TH

E

ARCH

ITECTU

RAL W

ORK D

EPICTED

ARE CO

PYRIG

HTED

BY

ARIS CRIST AIA

DateRevisions

11/15/16

1/4" : 1'-0"

A-2.0

Bidding 04/20/17

NOT FORCONSTRUCTION

Bidding 04/28/17

ADD/ALT 09/12/17

Checked

Sheet

Job Number

Scale

Date

Drawn

L.F.O.

© ARIS CRIST AIA 2017. THIS

TECH

NICAL D

RAW

IN

G AN

D TH

E

ARCH

ITECTU

RAL W

ORK D

EPICTED

ARE CO

PYRIG

HTED

BY

ARIS CRIST AIA

DateRevisions

11/15/16

1/4" : 1'-0"

A-3.0

Bidding 04/20/17

NOT FORCONSTRUCTION

Bidding 04/28/17

ADD/ALT 09/12/17

Checked

Sheet

Job Number

Scale

Date

Drawn

L.F.O.

© ARIS CRIST AIA 2017. THIS

TECH

NICAL D

RAW

IN

G AN

D TH

E

ARCH

ITECTU

RAL W

ORK D

EPICTED

ARE CO

PYRIG

HTED

BY

ARIS CRIST AIA

DateRevisions

11/15/16

1/4" : 1'-0"

A-4.0

Bidding 04/20/17

NOT FORCONSTRUCTION

Bidding 04/28/17

ADD/ALT 09/12/17

Checked

Sheet

Job Number

Scale

Date

Drawn

L.F.O.

© ARIS CRIST AIA 2017. THIS

TECH

NICAL D

RAW

IN

G AN

D TH

E

ARCH

ITECTU

RAL W

ORK D

EPICTED

ARE CO

PYRIG

HTED

BY

ARIS CRIST AIA

DateRevisions

11/15/16

1/4" : 1'-0"

A-5.0

Bidding 04/20/17

NOT FORCONSTRUCTION

Bidding 04/28/17

ADD/ALT 09/12/17

AS NOTED

Checked

Sheet

Job Number

Scale

Date

Drawn

DateRevisions

04.19.17

13288.00

GCF

S0

AS NOTED

Checked

Sheet

Job Number

Scale

Date

Drawn

DateRevisions

04.19.17

13288.00

GCF

S1

AS NOTED

Checked

Sheet

Job Number

Scale

Date

Drawn

DateRevisions

04.19.17

13288.00

GCF

S2

S3

AS NOTED

Checked

Sheet

Job Number

Scale

Date

Drawn

DateRevisions

04.19.17

13288.00

GCF

AS NOTED

Checked

Sheet

Job Number

Scale

Date

Drawn

DateRevisions

04.19.17

13288.00

GCF

S4