Landscape Architecture Construction Document Benchmark Set 2015

RATIO Design Internship Summer 2015

Landscape Architecture Construction Document Benchmark Set Standards & Design Intent

Rick Cobb, Student ASLA, MLA December 2015

/ LANDSCAPE ARCHITECTURE

RATIO CD BENCHMARK

08.25.08 00001.400 QA BENCHMARK SET

Cover Sheet Comments: 1. This cover format is to be used for all projects regardless of project size.

Alternate small project combination cover sheet / general notes sheets should be avoided.

2. Graphic image / rendering is optional.

3. Client and or project logos are acceptable on this sheet, but not on other sheets.

4. The cover sheet should contain all relevant or appropriate owner / client, architect / landscape architect / interiors, consultant, sub-consultant, and construction manager information.

5. Set Number is a placeholder for a hand written number accounting for sheets distributed.

6. If there is no Owner Number, leave field blank.

RATIO PROJECT NO.

General Dimensioning Principles: 1. Do not repeat dimensions, either within a drawing or on more than one drawing.

2. The simple notes "align" or "x equal spaces" are sometimes better than specific dimensions.

3. In existing buildings, do not close dimension stings. Leave tolerance in one area.

4. Do not cross key reference lines(structural grid or elevation datums) without dimensioning to them. These are the points of reference from which the building will be constructed.

5. When enlarged views are used to show more detail, dimension the enlarged view and do not dimension the smaller scale drawing, except to reference the enlarged portions location to the overall.

PROJECT NAME

General Comments: 1. This benchmark construction documents set is intended to serve as a starting point towards a tight set of RATIO standards. As such, examples from 14 projects from as early as 1998 have been included. With a measured degree of care these drawings were selected, however, there are many non-standard elements included primarily related to sheet / detail numbering, symbology, or sheet organization. Therefore, a good point of beginning are sheets G-002 and G003.

2. Contracted scope of deliverables and specific client required standards should be considered when developing the project drawing set.

3. Communicate applicable drawing standard requirements with consultants early.

4. Communicate the requirements for bidding and construction as concisely as possible, creating the greatest accuracy and thoroughness with minimal redundancy in the construction document information.

5. Show information and dimensions on the largest scale drawing for a particular item, and try not to repeat it on smaller scale drawings.

6. Strive not to repeat information in the set - SAY IT ONCE 7. Use automation procedures which improve efficiency and accuracy.

8. Consider assembling the documents from a contractor's perspective where possible.

PACKAGE

Optional project rendering graphic location. 21"W x 13"H max size.

Resize / crop image to fit this area outside of Revit. Adjust image before importing to appropriate file size and ensure that image is gray scale or black and white. File types .jpg, .bmp or preferable .png may be used. Note, image file size impacts project performance.

100% CONSTRUCTION DOCUMENTS

DATE

SET NO.

INDIANAPOLIS, INDIANA

Goals: 1. Improve Consistency.

2. Improve Efficiency.

3. Reduce RATIO learning curve / acclimation.

4. Manage Risk 5. Allow more time for design.

VOL: 1

VOLUME

QA BENCHMARK SET

PACKAGE

100% CONSTRUCTION DOCUMENTS OWNER

ARCHITECT

LIGHTING DESIGN

OWNER NAME

RATIO Architects, Inc.

CONSULTANT

100 State Street Indianapolis, Indiana 46204 (317)-688-6060

Schrader Building, Suite 100 107 South Pennsylvania Street Indianapolis, Indiana 46204 (317)-633-4040

20 South Steel Street Indianapolis, Indiana 46204 (317)-600-4545

VOLUME

VOL: 1 RATIO PROJECT NO.

00001.400

ACOUSTICAL / AV CONSULTANT STRUCTURAL ENGINEER

ENGINEER 20 South Steel Street Indianapolis, Indiana 46204 (317)-600-4545 MECHANICAL / ELECTRICAL ENGINEER

ENGINEER 20 South Steel Street Indianapolis, Indiana 46204 (317)-600-4545

CONSULTANT

OWNER PROJECT NO.

20 South Steel Street Indianapolis, Indiana 46204 (317)-600-4545

12345 DATE

08.25.08 PROJECT ADDRESS

CIVIL ENGINEER

ENGINEER 20 South Steel Street Indianapolis, Indiana 46204 (317)-600-4545

107 South Pennsylvania St. Indianapolis, Indiana 46204

SHEET IDENTIFICATION REQUIREMENTS Sheet Description

Comments

GENERAL INFORMATION G-001 G-002

Cover Drawing Index and Project Location

G-003 G-004 G-005 G-006

Code Summary Life Safety Plan(s) Phasing or Site Utilization Plan(s) Geometry Plan(s)

(Multiple Volume Covers, G-002, G-003...)

(Drawing Index, General Project Notes, Project Location Map, Code Summary, and Life Safety Plan(s)) (Larger projects may require additional sheets for the - Code Summary and Life Safety Plan(s)) (G-005, G-006.....as required) (Building geometry diagrams for complex building geometry - used very infrequently)

LANDSCAPE L-001 LD-201 L-201 L-202 L-203 L-600 L-601

Landscape General Notes Landscape Demolition Site plan Site Layout Plan Site Planting Plan Site Irrigation Plan Site Details Site Details

Sheet identification requirements are based on National Cad Standards. RATIO is typically responsible for ensuring that consultant sheet identification is consistent through out the project. If, for example the architectural first level plan is A-101, then a similar mechanical plan should be H-101.

The General series drawings are intended to apply to the entire set regardless of discipline.

If discipline specific notes, legends, etc. are included, the title of the specific notes, legends, etc. should include reference to the specific discipline.

Below is the subset organization per the National Cad Standards that should be used for each project.

A-002

Partition Types

Owner

(Discipline specific Abbreviations, Notes, Material Legend, and Symbols)

Elevations

Sections

A-100 A-100N A-100S A-101 A-102 A-105 A-120 A-130 A-131

Lower Level Floor Plan Lower Level Floor Plan North Lower Level Floor Plan South First Level Floor Plan Second Level Floor Plan Roof Plan Lower Level Equipment Plan Lower Level Reflected Ceiling Plan First Level Reflected Ceiling Plan

A-201 A-202 A-210

Exterior Elevations Exterior Elevations Enlarged Elevations

A-220

Interior Elevations

A-301

Building Sections

A-320

Wall Sections

(Discipline specific Abbreviations, Notes, Material Legend, Symbols and standard accessory mounting heights. Please note, other disciplines including LA are required to have there own sheet) (May also include typical equipment and accessory mounting heights if additional room is required)

(For large projects this may be an overall plan) (Unit plans utilize a suffix)

Schedules

A-501 A-510 A-530

Plan Details Exterior Details Interior Details

A-601

Door Schedule and Details

A-602 A-620 A-621

Door Details Window Elevations and Details Window Details

Finish Plans A-700 A-701 A-702

Lower Level Finish Plan First Level Finish Plan Second Level Finish Plan

3D Representations A-901 3D Representations

1234 Street St. City, State 12345 (123) 456-7890

Owner Name 2 1234 Street St. City, State 12345 (123) 456-7890

Architect

RATIO Architects, Inc.

Suite 100, Schrader Building 107 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040

DISPLAY ADDRESS FOR PROJECT'S PRIMARY RATIO STUDIO / OFFICE

Note: Discipline specific demolition should be numbered as such, and located with-in each discipline as required

Structural Engineer

Engineers

1234 Street St. City, State 12345 (123) 456-7890

(Coordinate the use of sheet numbers that mirror building levels across disciplines)

Mechanical / Electrical Engineer (Lab type equipment plans or similar) (Note skip sheet numbers to allow flexibility to add additional sheets)

(Combination Enlarged Exterior Elevations, Wall Sections, and Enlarged Plans can be placed on the same drawing sheet in some cases where this organization documents the design more effectively. This is not the default methodology and should only be used when absolutely necessary.)

(Note skip sheet numbers to allow flexibility to add additional sheets)

Engineers

PRIMARY CONSULTANT INFORMATION (AND CM, DEVELOPER IF REQUIRED).

ADDITIONAL SUB OR SPECIALTY CONSULTANT TEAM MEMBERS MAY BE LISTED ON THE COVER SHEET. NO LOGOS. DO NOT MODIFY THE AVAILABLE AREA, OR REDUCE TEXT SIZE TO "FIT".

Note: appropriate use of combination elevation / plan / section drawings.

(Building Sections may be integrated with Exterior Elevations and thus Wall Sections can begin with A-301)

Large Scale Plans and Stair Sections A-401 Enlarged Plans A-420 Stair Plans and Sections Details

Big Time Owner

PRIMARY OWNER INFORMATION ADDITIONAL OWNER / CLIENT COMPONENTS MAY BE LISTED ON THE COVER SHEET

Architectural Demolition AD-101 Demolition - First Level AD-201 Demolition - Elevations AD-301 Demolition - Sections Plans

Location City, State

PROJECT LOCATION

ARCHITECTURAL General Architectural A-001 Architectural General Notes

BENCHMARK CD SET

PROJECT TITLE - NO PROJECT / CLIENT LOGOS. LOGOS MAY BE UTILIZED ON THE COVER SHEET ONLY.

1234 Street St. City, State 12345 (123) 456-7890

Civil Engineer

Engineers

1234 Street St. City, State 12345 (123) 456-7890

(Note, for small projects this sheet can include Door Schedule, Door and Window Elevations, and Door and Window Details as necessary) (RATIO does not typically provide window schedules)

Standard Sheet Size

(RATIO does not typically provide room finish schedules)

(Partial 3D images may also be incorporated in to enlarged plan, elevation, and/or section sheets for communication of complex geometry)

SHEET ORGANIZATION

1.

The default sheet size is 30" x 42"

2.

Alternate sheet sizes should be considered with care. The following are acceptable depending on the unique situation or client requirements: 24" x 36" (very limited use) 30" x 48" 36" x 42" 36" x 48" (very limited use)

Drawing Note Block The vertical column adjacent to the title information should be reserved for notes when ever possible. Alternatively a horizontal orientation across the top of the sheet may be used.

Text / Font: The Arial font should be used exclusively. The title should be 3/16" Bold and centered on the note block. The body should be 3/32". No line is required under the title.

Note: For larger views/drawings such as plans or elevations, the view title may be centered below the drawing. However, the drawing number should be associated with the location of the title as in this example.

Hierarchy: There are four types of notes that should be arranged in the order shown if they exist on a sheet.

1.

GENERAL PROJECT NOTES: These notes only appear in the G-series, and apply to the entire work regardless of discipline.

They should not be repeated on multiple sheets.

2.

GENERAL [DISCIPLINE] NOTES: These notes appear on one of the discipline specific general notes sheets such as A-001, and L001. These notes apply to all sheets in the discipline so only need to be used once for each discipline.

3.

GENERAL [SHEET] NOTES: These notes contain sheet, or drawing type specific information. Important-these notes should be placed only on the first drawing of the series. Subsequent sheets in the series should have a single note referencing the first sheet in the series. Examples would be "General Plan Notes", General Roof Notes", and "General Toilet Room Notes".

4.

[SHEET] KEYNOTES: These notes directly reference graphical information on the sheet. Examples include "Elevation Keynotes", "Plan Keynotes", etc. The graphic symbol should be included adjacent to the title, in order to distinguish between different types of keynotes (with different shapes) that might be on the same sheet.

DEFAULT KEY PLAN LOCATION. DISPLAY ONLY ON SHEETS REQUIRING IT. (ALTERNATE LOCATION(S) MAY BE DISCUSSED BASED ON UNIQUE PROJECT REQUIREMENTS)

A

DRAWING STATUS - EITHER: "NOT FOR CONSTRUCTION" OR "ISSUED FOR CONSTRUCTION"

B

SHEET ISSUE DATE: THIS IS THE DATE WHEN THE SHEET IS ISSUED WITH THE STAMP FOR THE FIRST TIME. NOT TO BE USED FOR SD, DD, CHECKSETS ETC.

KEY PLAN

N

DOCUMENT ISSUE DESCRIPTION EXAMPLES: "50% DD OWNER REVIEW 01/13/08" "DOCUMENT ISSUE II"

C

NOT FOR CONSTRUCTION BENCHMARK SHEET ISSUE

09/02/08

REISSUE

1 2 3 4

FINAL DRAFT ISSUED FOR GENERAL USE LIFE SAFETY REVISIONS 2010 Year End Revisions

09/03/08 09/08/08 03/15/10 12/15/10

REISSUE BLOCK: THIS AREA IS USED PRIMARILY FOR SCHEDULING REVISIONS TO THE CDS. IT MAY BE USED DURING OTHER PHASES (PD, SD, DD) AND RESET AT EACH SUBSEQUENT PHASE. REVISIONS SHOULD BE BY SHEET SUCH THAT REVISIONS ARE NUMBER SEQUENTIALLY STARTING WITH #1.

SEAL POLICY: REFER TO LATEST RATIO POLICY ON THE INTRANET FOR SEAL USE AND APPROVAL REQUIREMENTS

Note: Typical location for title should be to bottom left as shown.

CHECKED BY

PROJECT DIRECTOR'S INITIALS

JPB APPROVED BY

QA-ADVOCATE INITIALS EIGHT DIGIT RATIO PROJECT NUMBER

TGS PROJECT NO. 00001.400 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.

12/17/2010 10:25:35 AM

Sheet Module / Organization

SHEET TIME AND DATE STAMP

1.

Sheets are divided into a grid, with each module described by a unique alpha/numeric designation. All drawings requiring a detail number should be numbered as suggested by this diagram.

2.

The dashed grid, letters, and numbers are just a guide and are not intended to be printed. These should be either set to defpoints in AutoCAD, or turned off prior to printing in Revit.

3.

Drawing Organization: Unlike this diagram, drawings should not be placed randomly around the sheet, but organized rationally. If a limited number of drawings are placed on a sheet, they should be placed to the right side of the sheet and not buried in the binding.

Start filling the page from RIGHT TO LEFT.

4.

Sustainability: Care should be taken to efficiently organize drawings to avoid unnecessarily wasting paper.

SHEET TITLE

SHEET TITLE - THE TITLE SHOULD COVER ALL MAJOR DRAWING TYPES ON THE SHEET

SHEET NUMBER - REFER TO NUMBERING REQUIREMENTS ON THIS SHEET

TITLE BLOCK STANDARDS SHEET NUMBER

G-002

ARCHITECTURAL MATERIAL LEGEND

ABBREVIATIONS N

F

A/C ACOUS. A.C.T.

AIR CONDITIONING ACOUSTICAL ACOUSTICAL CEILING TILE

ACP ADA ADAAG

ACOUSTICAL CEILING PANEL AMERICANS W/DISABILITIES ACT AMERICANS W/DISABILITIES ACT ACCESSIBILITY GUIDELINES ADJUSTABLE ARCHITECT/ENGINEER ABOVE FINISHED FLOOR ALTERNATE ALUMINUM ACCESS PANEL ARCHITECT/ARCHITECTURAL AUDIO/VISUAL

ADJ. A/E A.F.F. ALT. ALUM. A.P. ARCH. A.V.

F-R FAB. F.C.U. F.D. F.E. F.E.C. F.F.E. F.F.&E. F.H.C. FIN. FLR. FLUOR. F.O. F.O.B. F.O.BR. F.O.C. F.O.F. F.O.G. F.O.S. FPRF. FT. F.V.

B BD. BITUM. BLDG. B/O B.O.W. BSMT.

FIRE-RESISTIVE FABRICATE/FABRICATOR FAN COIL UNIT FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR ELEVATION FURNISHINGS, FIXTURES AND EQUIPMENT FIRE HOSE CABINET FINISH(ED) FLOOR FLUORESCENT FINISH OPENING FACE OF BLOCK FACE OF BRICK FACE OF CONCRETE FACE OF FINISH FACE OF GYPSUM BD. FACE OF STUD FIREPROOF FOOT/FEET FIELD VERIFY

BOARD BITUMINOUS BUILDING BOTTOM OF BOTTOM OF WALL BASEMENT

N.A.F. N.I.C. NO. N.T.S.

CAB. C.F.C.I. C.G. C.I.P. C.J. CL. CLG. CLR C.M. CMP

CABINET CONTRACTOR FURNISHEDCONTRACTOR INSTALLED CORNER GUARD CAST-IN-PLACE CONTROL JOINT CENTERLINE CEILING CLEAR(ANCE) CONSTRUCTION MANAGER COMPOSITE METAL PANEL

O.A. O.C. O.D. O.F.C.I. O.F.O.I. O.H. OPG. OPP. P.L. P. LAM PLAS. PR. PREFAB. PT. BD. PTD. PWD.

C.M.U. COL. CONC. CONST. CONT. CONTR. COOR. CPT. C.T. C.W.

CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE CARPET CERAMIC TILE COLD WATER

D

D.E.F.S. DEPT. DET. D.F. DIA. DIM. DISP. D.M.B. DN DS DWG. EA. E.C. E.I.F.S. E.J. EL. ELEC. ELEV. ENGR. E.P. EQ. EQUIP. E.W.C. EXIST. EXP. EXT.

HEIGHT HOSE BIBB HARDWARE HOLLOW METAL HORIZONTAL HEIGHT HEATING, VENTILATION & A.C. HOT WATER

JAN. J.C. JST. BRG. JT.

JANITOR JANITOR CLOSET JOIST BEARING JOINT

L L LAV. LB. L.H. L.L.H. L.L.O. L.L.V.

LENGTH LAVATORY POUND LEFT HAND LONG LEG HORIZONTAL LONG LEG OUT LONG LEG VERTICAL

ACOUSTICAL CEILING TILE

GRANULAR FILL

ENGINEERED WOOD: GLUE LAMINATED

RESINOUS FLOORING: TERRAZO, TROWEL-ON, UNO

SAND, GROUT AS NOTED

WOOD FLOOR, WOOD SHINGLES, OR SIDING

TILE: CERAMIC, QUARRY, UNO

CAST-IN-PLACE CONCRETE

PARTICLEBOARD

CARPET, CARPET TILE (DETAIL)

PROPERTY LINE PLASTIC LAMINATE PLASTER PAIR PREFABRICATED PARTICLE BOARD PAINTED PLYWOOD

WIDE/WIDTH WITH WATER CLOSET WOOD WATER HEATER WITHOUT WEIGHT WELDED WIRE FABRIC

PRECAST CONCRETE, CAST STONE

PLYWOOD

GRATING SHOWN IN PLAN

CONCRETE MASONRY UNIT

GLASS FIBER REINFORCED CONCRETE SIDING OR TRIM

GRATING

BRICK MASONRY

EIFS

INSULATED GLASS: (SMALL SCALE)

MISCELLANEOUS ANGLE CENTER LINE #

NUMBER

STONE: LIMESTONE, GRANITE, MARBLE OR AS NOTED

SPRAYED FIREPROOFING SHOWN ON ROLLED SHAPE

INSULATED GLASS: (DETAIL)

TERRA COTTA, STRUCTURAL CLAY TILE

BATT INSULATION: THERMAL OR ACOUSTICAL, UNO

MEMBRANE: WATERPROOF, ROOF, DAMPPROOFING

METAL: TYPE AS NOTED

RIGID INSULATION: THERMAL, ACOUSTICAL, OR SAFING

AIR BARRIER SYSTEM

METAL: ROLLED SHAPES

RADIUS REFLECTED CEILING PLAN ROOF DRAIN REFERENCE REFLECTED REINFORCED RESILIENT RIGHT HAND ROOM ROUGH OPENING

PLASTER ON METAL LATH

WOOD SHIM

SHEATHING: GYPSUM, OR AS NOTED

B C

D

E F

G

H

K

ARCHITECTURAL SYMBOLS LEGEND

SCHEDULE SOAP DISPENSER SECTION SQUARE FEET SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPEND(ED) SYMMETRICAL

A

COLUMN GRID EXISTING

1 Room Name 101

THICKNESS TACK BOARD TO BE DETERMINED TOP OF CURB TOP OF DECK TECHNICAL TELEPHONE TEMPORARY TONGUE AND GROOVE TOP OF MASONRY TEMPERED TOP OF TOP OF PAVEMENT TOP OF STEEL TOP OF WALL TYPICAL

M8A.D.2.A

KEY NOTE (SHAPE VARIES)

01.01 ROOM NAME AND NUMBER

M

TOOTH NEW MASONRY INTO EVERY OTHER COURSE OF EXISTING MASONRY UNLESS OTHERWISE INDICATED. PROVIDE HORIZONTAL ANCHORS BETWEEN NEW AND EXISTING MASONRY AT CONDITIONS THAT PROHIBIT TOOTHED-TYPE CONSTRUCTION. HORIZONTAL JOINTS OF NEW MASONRY SHALL MATCH EXISTING UNLESS OTHERWISE INDICATED. NEW MASONRY BOND SHALL MATCH EXISTING UNLESS OTHERWISE INDICATED.

ALIGN DESIGNATED SURFACES

-

N

ENLARGED DRAWING REFERENCE

1

DRAWING NUMBER

1

SHEET NUMBER

A101

SPACE FOR ADDITIONAL SYMBOLS. NOTE, CEILING SYMBOLS LEGEND TO BE PLACED ON EACH REFLECTED CEILING PLAN AND NOT HERE

NORTH ARROW

BUILDING SECTION CUT REFERENCE 1

REVISION REFERENCE

WALL SECTION CUT REFERENCE DRAWING NUMBER

1

SHEET NUMBER

A101

1/4" / FOOT ELEVATION REFERENCE 1

N

WINDOW NUMBER

W10

A101

*REFER TO INTERIOR PARTITION LEGEND

S2A.P

O

P Q

R

ROOF SLOPE - ARROW POINTS TOWARD DRAIN

DRAWING NUMBER SHEET NUMBER

A101

S

STANDARD PLUMBING FIXTURE REQUIREMENTS

T

U 59" MIN. @ FLOOR-MOUNTED TOILET

60" MIN. V

56" MIN. @ WALL-HUNG TOILET TOILET PARTITION WHERE OCCURS

42"

12"

W 24"

1 1/2" DIA. GRAB BAR W/ 1 1/2" MIN. GAP FROM WALL

54"

ACCESSIBLE SINK BOWL - 6 1/2" DEEP

42" 6"

X

15" MIN.

36"

11"

Z

2' - 4 1/4"

27" MIN. CLEAR

36" T/O SPOUT

8" 9"

34" MAX.

12"

H.C.

1' - 5" STD.

17" MAX.

24" STD.

18" 9"

17" H.C.

1' - 5"

15" STD.

36"

MIN. ACCESSIBLE KNEE CLEARANCE 27"

1 1/2" MIN.

TOE CLEARANCE SPACE

6"

15"

9"

Y 42"

58"

TOILET PAPER MOUNTING AREA

6"

12"

URINAL SCREEN WHERE OCCURS

7" - 9"

TOE CLEARANCE SPACE

WATER CLOSET SIDE WALL

WATER CLOSET BACK WALL

URINAL

LAVATORY OR VANITY SINK

VERIFY MOUNTING HEIGHTS OF ACCESSORIES, EQUIPMENT, DOOR HARDWARE, CASEWORK, ETC., AND PROVIDE SOLID BLOCKING BEHIND ITEMS REQUIRING ANCHORAGE. PROVIDE FIRE TREATED WOOD BLOCKING OR METAL STRAPS BETWEEN FRAMING MEMBERS AS REQUIRED TO SUPPORT WEIGHT AND USE OF ITEMS TO BE SUPPORTED. WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT ITEMS IN ACCORDANCE WITH RECOGNIZED INDUSTRY STANDARDS, COORDINATE LOCATIONS WITH MANUFACTURER OR SUPPLIER AND REFER MOUNTING HEIGHT QUESTIONS TO ARCHITECT FOR INTERPRETATION. PROVIDE SEALANT BETWEEN HOLLOW METAL FRAME PERIMETERS AND SURROUNDING WALL CONSTRUCTION UNLESS OTHERWISE INDICATED. PROVIDE SEALANT BETWEEN INTERIOR AND EXTERIOR WINDOW AND STOREFRONT FRAME PERIMETERS AND SURROUNDING CONSTRUCTION UNLESS OTHERWISE INDICATED. PROVIDE SEALANT BETWEEN DISSIMILAR MATERIALS SUCH AS GYPSUM BOARD AND MASONRY, MASONRY AND CONCRETE, COUNTERTOPS AND WALLS, ETC. CORRIDOR WALLS ▐►AND CEILINGS◄▌ SHALL BE ONE-HOUR FIRE-RATED CONSTRUCTION UNLESS NOTED OTHERWISE. STAIRWELLS, ELEVATOR HOISTWAYS, ELEVATOR EQUIPMENT ROOMS, AND SHAFT WALLS SHALL BE ▐►TWO-HOUR◄▌ ▐►ONE-HOUR◄▌ FIRE-RATED CONSTRUCTION UNLESS OTHERWISE INDICATED. REPAIR AND PATCH SPRAYED FIRE-RESISTIVE AND FIRESTOP MATERIALS WHERE DAMAGED DUE TO INSTALLATION OF NEW MATERIALS TO RESTORE SPECIFIED FIRE RATING. THESE NOTES ARE APPLICABLE TO THIS BID PACKAGE ONLY AND MAY NOT BE APPLICABLE TO FUTURE BID PACKAGES. SOME WORK WHICH WAS INCLUDED IN PREVIOUS BID PACKAGES OR WILL BE INCLUDED IN FUTURE BID PACKAGES IS SHOWN ON THESE CONSTRUCTION DOCUMENTS FOR REFERENCE PURPOSES ONLY AND IS IDENTIFIED AS SUCH. ▐►WATERPROOFING AND BACKFILLING AGAINST FOUNDATION WALLS CONSTRUCTED AS PART OF PREVIOUS BID PACKAGES SHALL BE INCLUDED AS PART OF THIS WORK.◄▌

REFER TO LIFE SAFETY PLAN DRAWINGS AND CODE SUMMARY FOR FIRE-RATED FLOOR, WALL, CEILING AND ROOF LOCATIONS. INSTALL FIRESTOPPING AT PENETRATIONS IN RATED CONSTRUCTION AND AT TOPS OF RATED WALLS.

CC

REFER TO STRUCTURAL DRAWINGS FOR FOOTING AND FOUNDATION DRAINS, UNDERSLAB DRAINAGE AND BACKFILL REQUIREMENTS. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR SITE ELEMENTS AND IMPROVEMENTS ADJACENT TO BUILDING EXTERIOR. REFER TO CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS. REFER TO ▐►A-002◄▌ FOR PARTITION CONSTRUCTION TYPE. REV. 10/27/10

EE

TOP OF SHELF WHEN IN USE

TOP OF CHANGING SURFACE

TOP OF HOOK

CL OF HOOK

WOOD OR METAL STUD SPACING SHALL BE 16" ON CENTER UNLESS NOTED OTHERWISE. PROVIDE WATER-RESISTANT GYPSUM BOARD ON WALLS WITH OPERABLE PLUMBING FIXTURES AND WITHIN 4'-0" OF DRINKING FOUNTAINS OR WATER COOLERS. PROVIDE FINISHED END PANELS, FILLERS, SUPPORTS, ETC. REQUIRED FOR A COMPLETE CABINETRY INSTALLATION. PROVIDE CUTOUTS, ACCESS PANELS AND REMOVABLE COMPONENTS AS REQUIRED BY NEW OR EXISTING CONDITIONS SUCH AS ELECTRICAL OUTLETS, JUNCTION BOXES, CLEANOUTS, ETC. MOUNT TOP OF WALL CABINETS AT +7'-0" A.F.F. UNLESS OTHERWISE INDICATED.

BB

DD

BOTTOM EDGE OF REFLECTIVE SURFACE

TOP OF SHELF

PROVIDE CONTROL JOINTS (C.J.) IN GYPSUM BOARD WALL CONSTRUCTION AS INDICATED. WHERE NOT SHOWN, PROVIDE MAXIMUM SPACING BETWEEN JOINTS OF 30'-0".

VERIFY FINAL CONTROL JOINT LOCATIONS WHETHER OR NOT INDICATED ON THE DRAWINGS WITH ARCHITECT PRIOR TO STARTING WORK.

DO NOT BEGIN WORK THAT MAY REQUIRE COORDINATION, SUCH AS CEILING INSTALLATION, PRIOR TO FINAL SUBMITTAL OF MECHANICAL AND ELECTRICAL COORDINATION DRAWINGS TO ARCHITECT NOR PRIOR TO RESOLUTION AND APPROVAL OF COORDINATION ISSUES.

ELECTRIC WATER COOLER

CL OF UNIT

TOP OF COUNTER SURFACE

CL OF BAR

TOP OF UNIT

TOP OF UNIT

BOTTOM OF UNIT

BOTTOM OF UNIT

TOP OF UNIT

TOP OF CONTROL

COORDINATE WITH B.O. MIRROR

TOP OF HANDLE

CL OF SLOT

PROVIDE CONTROL JOINTS (C.J.) IN MASONRY CONSTRUCTION AS INDICATED. WHERE NOT SHOWN, PROVIDE MAXIMUM SPACING BETWEEN VERTICAL JOINTS OF 30'-0" AND MAXIMUM DISTANCE BETWEEN OUTSIDE CORNERS AND JOINTS OF 8'-0". PROVIDE JOINTS BETWEEN INTERIOR LOAD BEARING AND NON-LOAD BEARING PARTITIONS, AT ALL ABRUPT CHANGES IN WALL HEIGHT, AT CHANGES IN PARTITION THICKNESS AND AT PILASTER LOCATIONS. VERIFY FINAL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO STARTING WORK.

AA

STANDARD TOILET ROOM ACCESSORY MOUNTING HEIGHTS DIMENSION FROM FINISH FLOOR TO:

DO NOT SCALE DRAWINGS. REFER DIMENSION QUESTIONS TO ARCHITECT FOR INTERPRETATION. DOOR AND FRAME NUMBERS CORRESPOND TO RESPECTIVE ROOM NUMBERS. IN ROOMS WITH MULTIPLE OPENINGS, A SUFFIX HAS BEEN ADDED TO DOOR NUMBERS, I.E., A101-B. LOCATE INSIDE FACE OF DOOR FRAME JAMBS 6 INCHES FROM FINISH FACE OF ADJACENT WALLS UNLESS NOTED OTHERWISE. COORDINATE EQUIPMENT WORK WITH MANUFACTURERS AND SUPPLIERS TO INSURE PROPER ROUGH-IN CLEARANCES FOR INSTALLATION, USE AND MAINTENANCE. PROTECT EXISTING SURFACES TO REMAIN THAT ARE NOT INCLUDED IN SCOPE OF WORK BUT THAT ARE WITHIN AREAS OF CONSTRUCTION ACTIVITY. PATCH, REPAIR AND RESTORE EXISTING FINISHES AND SURFACES TO "AS NEW CONDITION" AS REQUIRED TO MATCH SURROUNDING MATERIALS OR TO PROVIDE APPROPRIATE SUBSTRATE PRIOR TO INSTALLING NEW FINISHES. AREAS NOTED TO BE PATCHED OR REPAIRED ON THE DRAWINGS ARE GIVEN FOR REFERENCE AND SHALL NOT BE INTERPRETED TO LIMIT THE SCOPE OF WORK. VERTICAL COURSING FOR NEW MASONRY WALL CONSTRUCTION SHALL EQUAL EIGHT INCHES (8") FOR ONE CONCRETE MASONRY UNIT PLUS ONE MORTAR JOINT AND THREE BRICK COURSES PLUS THREE MORTAR JOINTS, UNLESS NOTED OTHERWISE.

PARTITION TYPE SYMBOL*

DOOR / DOOR NUMBER

THESE GENERAL NOTES APPLY TO ARCHITECTURAL DRAWINGS. WORK SHOWN ON THE DRAWINGS SHALL BE BASE BID UNLESS SPECIFICALLYNOTED TO BE BY ALTERNATE BID. FIELD VERIFY EXISTING FINISH FLOOR ELEVATIONS PRIOR TO STARTING CONSTRUCTION. MATCH NEW FLOOR ELEVATIONS WITH EXISTING UNLESS NOTED OTHERWISE. DIMENSIONS TO EXISTING CONSTRUCTION ARE TO FINISH SURFACE. DIMENSIONS TO NEW CONSTRUCTION ARE TO STRUCTURAL CENTERLINE, FACE OF CONCRETE OR MASONRY CONSTRUCTION, OR TO FACE OF FINISH UNLESS NOTED OTHERWISE. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK AND NOTIFY ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE FOUND BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD CONDITIONS.

L

COLUMN GRID NEW

ELEVATION DATUM REFERENCE

T. T.B. TBD T.C. T.D. TECH. TEL. TEMP. T&G T.M. TMPRD. T/O T.P. T.S. T.W. TYP.

MAXIMUM MARKER BOARD MECHANICAL CONTRACTOR MEDIUM DENSITY FIBERBOARD MECHANICAL MECH./ELECT./PLUMBING MANUFACTURER(ING) MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING METAL

A

GYPSUM WALL BOARD

WOOD FRAMING / BLOCKING: CONTINOUS

T

M MAX. MB. M.C. M.D.F. MECH. M.E.P. MFR. M.H. MIN. MISC. M.O. MTL.

FINISHED WOOD SHOWN CUT AND ELEVATION

J

SCHED. S.D. SECT. S.F. SHT. SIM. SPEC. SQ. S.S. STD. STL. STOR. STRUCT. SUSP. SYM.

INSIDE DIAMETER INCANDESCENT INFORMATION INSULATION INTERIOR

J

EACH ELECTRICAL CONTRACTOR EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC/ELECTRICAL ELEVATOR/ELEVATION ENGINEER ELECTRICAL PANEL EQUAL EQUIPMENT ELECTRIC WATER COOLER EXISTING EXPOSED EXTERIOR

W W/ W.C. WD. W.H. W/O WT. W.W.F.

S

I.D. INCAN. INFO. INSUL. INT.

EARTH

W

QUARRY TILE

R R.C.P. R.D. REF. REFL. REINF. RESIL. R.H. RM R.O.

I

E

VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD

R

H

DIRECT EXTERIOR FINISH SYSTEM DEPARTMENT DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DISPENSER DRY MARKER BOARD DOWN DOWNSPOUT DRAWING

V.C.T. VERT. VEST. VIF

OVER ALL ON CENTER OUTSIDE DIAMETER OWNER FURNISHEDCONTRACTOR INSTALLED OWNER FURNISHEDOWNER INSTALLED OPPOSITE HAND OPENING OPPOSITE

Q Q.T.

UNLESS NOTED OTHERWISE UTILITY UNIT VENTILATOR

V

P

GA. GAUGE G.C. GENERAL CONTRACTOR GEN. GENERAL GL. GLASS G.W.B./GWB GYPSUM WALL BOARD H. HB HDWR. H.M. HORIZ. HT. HVAC H.W.

U.N.0.

UTIL. U.V.

NO APPLIED FINISH NOT IN CONTRACT NUMBER NOT TO SCALE

O

G

C

U

101

A

GENERAL ARCHITECTURAL NOTES

NOTE: PATTERNS SHOWN REPRESENT CUT MATERIALS IN PLAN OR SECTION, UNLESS NOTED OTHERWISE BELOW.

FF

BENCHMARK CD SET Location City, State Owner

Big Time Owner 1234 Street St. City, State 12345 (123) 456-7890

Owner Name 2 1234 Street St. City, State 12345 (123) 456-7890

Architect

RATIO Architects, Inc.

Suite 100, Schrader Building 107 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040

Structural Engineer

Engineers

1234 Street St. City, State 12345 (123) 456-7890

Mechanical / Electrical Engineer

Engineers

1234 Street St. City, State 12345 (123) 456-7890

Civil Engineer

Engineers

1234 Street St. City, State 12345 (123) 456-7890

BENCHMARK SET NOTES Ref. Project Name Ref. Project # Sheet reference -

NA

Commentary: 1.

This sheet represents the general notes page for the architectural discipline. refer to G-002 for appropriate sheet identification requirements.

2.

Refer to additional commentary in the drawing area of this sheet.

3.

The organization of this sheet should not change.

However, some sections will require editing based on project specific requirements.

4.

Limited editing is required for the General Discipline Notes. Note bold/bracketed notes.

5.

The Architectural Material Legend represents the depiction of materials to be used in the project. It is critical that 1.) The materials are not altered without approval. 2.)

The use of these material depictions is consistently used in the project.

6.

Enlarged toilet room plans should make use of a seperate TOILET ROOM ACCESSORIES key note list. This list should be placed on each sheet with this plan type.

These key notes are directly tied to the legend on this sheet, and should be managed accordingly. The legend may be edited for project specific accessories.

(10/01/08)

NOT FOR CONSTRUCTION BENCHMARK SET SHEET ISSUE

09/02/08

REISSUE 2010 Year End Revisions

12/15/10

CHECKED BY

APPROVED BY

PROJECT NO.

04C

04D

04E

04F

04G

GRAB BAR

SOAP DISPENSER

JANITOR'S CLOSET SELF

MIRROR

COAT HOOK/ DOOR BUMPER

CLOTHES HOOK

CHANGING STATION

COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.

3' - 6"

MAX

2' - 9 1/2"

4' - 6"

5' - 0" TYP.

HC. 4' - 0"

COUNTER TOPS

3' - 4"

3' - 6" @

3' - 4"

5' - 10" 38"

2' - 10"

3' - 0"

2' - 10"

2' - 10"

TOILET TISSUE/ SANITARY NAPKIN DISPOSAL/ SEAT COVER DISPENSER

FOLDING UTILITY SHELF

SHEET TITLE

05

06A

06B SURFACE MOUNT

04B

TOILET TISSUE/ SEAT COVER DISPENSER

BARRIER FREE

04A

25" 15" MIN.

24" 15" MIN.

30" 03

TOILET PAPER HOLDER

RECESSED

02

TOILET PAPER DISPENSER

SURFACE MOUNT

01C

SANITARY NAPKIN DISPOSAL

RECESSED

01B

SANITARY NAPKIN/ TAMPON VENDOR

BARRIER FREE

01A

RECESSED

RECESSED PAPER TOWEL DISPENSER

RECESSED

PAPER TOWEL DISPENSER

MAX. 48"

MAX. 48"

MAX. 48" PAPER TOWEL DISPENSER/ WASTE RECEPTACLE

RECESSED

ACCESSORY SYMBOL TAG:

12/17/2010 10:44:28 AM

ITEM:

MOUNTING HEIGHT:

00001.400

07

08

09

10

11

12

GENERAL NOTES, SYMBOLS, & STANDARD MOUNTING HEIGHTS SHEET NUMBER

A-001

BENCHMARK CD SET Location City, State Owner

Big Time Owner 1234 Street St. City, State 12345 (123) 456-7890

Owner Name 2 1234 Street St. City, State 12345 (123) 456-7890

Architect

RATIO Architects, Inc.

Suite 100, Schrader Building 107 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040

Structural Engineer

Engineers

1234 Street St. City, State 12345 (123) 456-7890

Mechanical / Electrical Engineer

Engineers

1234 Street St. City, State 12345 (123) 456-7890

Civil Engineer

Engineers

1234 Street St. City, State 12345 (123) 456-7890

BENCHMARK SET NOTES

Ref. Project Name Ref. Project # Sheet reference -

NA

Commentary: 1.

This sheet is for information purposes only and its most recent version can be found in the RATIO REVIT template, in Drafting Views (Project Standards) NOTE-Project_Notes_and_Symbols (12/17/10)

SHEET ISSUE

12/08/10

REISSUE

1

2010 Year End Revisions

12/15/10

CHECKED BY JPB APPROVED BY TGS PROJECT NO. 00001.400 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.

SHEET TITLE

12/17/2010 10:52:58 AM

ANNOTATION STANDARDS SHEET NUMBER

A-003

SANITARY STRUCTURES

FEDERAL HILL COMMONS 1434

NOBLESVILLE, IN

1479 Comm. Dr. (Bit. Mat.)

1433

1478

App. Ex. R/W 1432

Owner

City of Noblesville | Mayor's Office

1412 Logan St.

1489 12" RCP

(Bit. Mat.)

OHE&T

1321

(Grass)

App. Ex. R/W

UTILITY PROVIDERS CABLE:

Sec. 36, T. 19 N., R. 4 E. Noblesville Township Hamilton County

1089 (Grass)

1551

(Grass)

RATIO Architects, Inc.

1121

OHE&T

1552

Comm. Dr. (Bit. Mat.)

Landscape Architect / Architect

Com (Bit m. D .M r at.) .

1490

EXISTING SITE CONDITIONS

WATER:

OHE&T

1257 (Grass)

Co (Bit mm. D .M at.) r.

App. Ex. R/W

TELEPHONE:

CITY OF NOBLESVILLE 11-06-36-04-03-019.001

OHE&T

(Bit. Mat.)

Nixon St.

1554

Ap p

(Wooded)

1564

GAS:

.E

Ap

p.

Ex

x.

R/

W

App. Sht. Metal Dave Mason Comm. Gar. Auto Repair

2508

SEWER:

CITY OF NOBLESVILLE 11-06-36-04-03-015.000

Civil Engineer

Butler, Fairman & Seufert 8450 Westfield Blvd, Suite 300 Indianapolis, IN (317) 713-4615

OHE&T

OHE&T

OHE&T

OHE&T

Rd . ce

App.

OHE&T

Dr. m. t.)

Comt. Ma (Bi

2214 1722

at .)

DUKE ENERGY ENGINEERING DEPARTMENT 1619 WEST DEFFENBAUGH STREET KOKOMO, IN 46902 ATTN: CONNIE MAUS PH: (765)454-6180 ZAYO BANDWIDTH INDIANA, LLC 701 WEST HENRY STREET, SUITE 201 INDIANAPOLIS, IN 46225 ATTN: JIM KELLAM PH: (765)454-6180

BM #1 El. = 767.050' Chiseled Square SE Wingwall of Logan Street Bridge From B.F. & S. Project No. 4244.0401

1723

Ex. R

/W

(Wooded)

/W

1750 1740 1765

S.R . 38 (Bit

App

p)

.R . Ex

(Riprap)

pra

(Ri

/ Co

. Ma nner t. )

BM #21 El. = 758.807' Mag Spike in Powerpole N: 1748334.717 E: 228918.993

(Grass)

St.

12" HDPE

ero Cic

Rd.

BM #22 El. = 763.335' Chiseled "X" East Bolt Top Flange Fire Hydrant N: 1748071.810 E: 228907.033

/ .) . 19 it. Mat R .

S (B

1766 1774

(Wooded)

1775

1861

1785

Riv e

r

12" HDPE

2063

Wh ite

App.

BM #20 El. = 762.464' Chiseled "X" West Bolt Top Flange Fire Hydrant N: 1748264.993 E: 229637.391

1967

1984

12" HDPE

2027

2062

BENCHMARKS

Conc. Blk. Gaging Station

2117

12" HDPE

1751

CITY OF NOBLESVILLE UTILITIES 197 WEST WASHINGTON ST. NOBLESVILLE, IN 46060 ATTN: RAY THOMPSON PH: (317)776-6353

Lynch, Harrison & Brumleve 550 Virginia Avenue Indianapolis, IN 46203 (317) 423-1550

Mechanical / Electrical / Plumbing Engineer

The Engineering Collaborative 10 South New Jersey Street, Suite 320 Indianapolis, IN 46204 (317) 636-3941

Theater Consultant

Schuler Shook 750 North Orleans, Suite 400 Chicago, IL 60654 (312) 944-8297

Acoustic / Audio Visual Consultant

Threshold 55 West Jackson Boulevard, Suite 815 Chicago, IL 60604 (312) 386-1400

Irrigation Designer

Landtech Design 8420 Zionsville Road Indianapolis, IN 46268 (317) 945-3944

Fountain Designer

Waterworks International 107 East Court Street Kankakee, IL 60901 (815) 923-3003

App.

1795 1794

1739

FIBER:

OHE&T

1990

12" HDPE

.M

9/

(Wooded)

OHE&T

ELECTRIC:

(B it

1953

App.

AT & T DISTRUBUTION ENGINEERING DEPARTMENT 5858 N. COLLEGE AVE. INDIANAPOLIS, IN 46220 ATTN: PHILLIPS ADESAGBA PH: (317)252-4426

Structural Engineer

ro

.

Ci

AMERIANA BANK 11-06-36-04-03-012.001

(Wooded)

(C-Stn.)

OHE&T

App.

St

t.)

1949

App.

1670

Ma

2345

(Bit. Mat.)

OHE&T

ga n

Canoe R amp (Co nc.)

App.

2580

it.

R. 1

1-Sty. Comm. Gar.

(B

S.

(Conc.)

Abandoned Foundation (Conc.)

App.

(Bit. Mat.)

Lo

App.

1-Sty. Comm. Gar.

(Wooded)

App.

(Conc.)

(Bit. Mat.)

CITY OF NOBLESVILLE 11-06-36-04-03-014.000

OHE&T

(Bit. Mat.)

OHE&T

1579

/W

2385

INDIANA AMERICAN WATER CO. 555 EAST COUNTY LINE ROAD, SUITE 201 GREENWOOD, IN 46143 ATTN: RICHARD MILLER PH: (317)885-2439

VECTREN 1600 ALLISONVILLE ROAD NOBLESVILLE, IN 46061 ATTN: JOSH LOEWEN PH: (317)776-5574

.R

1565

COMCAST NORTHEAST 9750 EAST 150 STREET, SUITE 1600 NOBLESVILLE, IN 46060 ATTN: RAY NEAL PH: (317)774-3384

101 South Pennsylvania Street Indianapolis, Indiana 46204 (317) 633-4040

12" RCP

1245

1545

City Hall / Mayor's Office 16 South 10th Street Noblesville, IN 46060 (317) 733-6324

BM #23 El. = 767.403' Chiseled "X" South East Bolt Signal Support N: 1747873.531 E: 229437.658 BM #24 El. = 765.697' Mag Spike in Lightpole #196-987 N: 1748006.889 E: 229744.682

LA BENCHMARK NOTES DESIGN INTENT OF THE EXISTING CONDITIONS PLAN 1. SHOW ALL INFORMATION & SITE FEATURES PROVIDED ON THE BOUNDARY & TOPOGRAPHIC SURVEYS CONDUCTED

BY A SURVEYOR. 2. THE CONTENT OF THE DRAWING WILL NEVER BE PREPARED BY RATIO BUT WILL BE PROVIDED IN OUR SITE DWGS FOR REFERENCE. THUS, IT SHOULD BE NUMBERED 'R-101'.

3. ALL LAYERS FROM THE ORIGINAL SURVEY DWG SHOULD BE SHOWN. ONLY FREEZE DATA POINTS IF THEY MAKE IT ISSUED FOR CONSTRUCTION ILLEGIBLE TO READ CONTENT. LAYERS BID SETNOT - 05/08/15 SHOULD BE BLACK, GREY TONE. 4. INCLUDE ORIGINAL LEGENDS & REISSUE APPLICABLE NOTES FROM SURVEY FILE ON SHEET. 5. IF POSSIBLE, HAVE SURVEYOR STAMP / SEAL FINAL SHEET TO BE INCLUDED IN CONSTRUCTION PACKAGE. 6. RATIO SHOULD NEVER SEAL THIS DRAWING.

(Riprap)

2099 12" HDPE

2100

STORM STRUCTURES PROVIDE SURVEYOR INFO / SEAL IN CD SET IF POSSIBLE

ENGINEERS'S STAMP. RATIO SEAL SHOULD NOT BE ON DWG PRODUCED BY OTHERS. ADD RATIO DISCLAIMER IN THIS LOCATION

CHECKED BY GIST ERED RE

APPROVED BY IN D

IA N A

PROJECT NO. 13077.000

SURVEY WAS PERFORMED BY BUTLER, FAIRMAN, & SEUFERT, INCORPORATED.

COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.

GIST ERED RE

IN D

IA N A

SHEET TITLE

EXISTING SITE CONDITIONS NOTE: ALL R/W AND PROPERTY LINE INFORMATION WAS SUPPLIED BY THE CITY OF NOBLESVILLE AND SHOULD BE CONSIDERED APPROXIMATE.

SHEET NUMBER

R-101

LA BENCHMARKS NOTES: DESIGN INTENT OF SITE PREPARATIONS PLAN 1. PROVIDE INFORMATION REGARDING TREATMENT OF ALL EXISTING FEATURES DURING & AFTER CONSTRUCTION PERIOD WHETHER THOSE ITEMS ARE TO BE: - SALVAGED FOR REUSE - PRESERVED & PROTECTED IN PLACE - REMOVED & STOCKPILED (EXAMPLES: TO BE PROVIDED TO OWNER, RELOCATED, OR RE-SET IN EXISTING LOCATION) - REMOVED & DISPOSED OF - REMOVED & RECYCLED (EXAMPLE: GRINDING PAVEMENT TO RE-USE AS SUB-BASE MATERIAL) - STRIPPED & STOCKPILED (EXAMPLE: TOPSOIL) 2. PROVIDE INFORMATION REGARDING TREATMENT OF VEGETATION - PROVIDE DIRECTION FOR: - TREE PROTECTION INSTALLATION - TREE / SHRUB REMOVALS - LIMITS OF GENERAL CLEARING / GRUBBING (EXAMPLES: WOODLAND, LAWN) - LOCATION OF TREE PROTECTION DEVICES (PROVIDE GENERAL NOTES RE: MIN REQUIREMENTS & PROVIDE CALL OUT KEYS TO DETAILS) - REFERENCE TO TREE PRUNING OF EXISTING TREES TO REMAIN (IF DESIRED) - IDENTIFY CRITICAL ROOT ZONE AREAS AROUND TREES THAT ARE TO REMAIN & PROVIDE INSTRUCTIONS TO THE CONTRACTOR FOR DOING WORK WITHIN THESE AREAS (ARBORIST TO OVERSEE?) 3. PROVIDE INFORMATION REGARDING PEDESTRIAN MOVEMENT AROUND THE SITE DURING VARIOUS PHASES OF CONSTRUCTION, AS NEEDED. (This may be on a project -by-project basis, depending on if RATIO is providing or contributing to traffic maintenance plan) 4. COORDINATE WITH SUB-CONSULTANTS. THE CIVIL AND ELECT. ENGINEER SHOULD BOTH OWN PROVIDING UTILITY/ ELECTRICAL DEMOLITION/PREPARATION. ------------------------------------------------------------------------------------------ BE SURE THAT EXISTING CONDITIONS ARE CLEARLY NOTED SO CONTRACTOR CAN ACCURATELY PULL BID TOGETHER (EXAMPLES: CONC / BIT / LAWN / SHRUBS / WALL / CURB / ETC.) - DO NOT SHOW PROPOSED SITE IMPROVEMENTS, ONLY EXISTING - USE HATCHES TO DESIGNATE TOTAL AREA OF VARYING TYPES OF HARDSCAPE OR PLANTING - USE KEYS TO PROVIDE DIRECTION (RE: SPECIFIC SITE FEATURES OR PLANTING)

NOTES: WHEN BLOCKING LARGE AREAS FOR DEMO, CLEARLY INDICATE ALL FEATURES BENEATH DEMO HATCH

SEE TOP RIGHT FOR : LA BENCHMARK NOTES: DESIGN INTENT OF SITE PREPARATION PLAN

May 16, 2012

PLAN SHOULD BE CALLED SITE PREPARATIONS PLAN

LA BENCHMARKS NOTES: DESIGN INTENT OF SITE PREPARATIONS PLAN 1. PROVIDE INFORMATION REGARDING TREATMENT OF ALL EXISTING FEATURES DURING & AFTER CONSTRUCTION PERIOD WHETHER THOSE ITEMS ARE TO BE: - SALVAGED FOR REUSE - PRESERVED & PROTECTED IN PLACE - REMOVED & STOCKPILED (EXAMPLES: TO BE PROVIDED TO OWNER, RELOCATED, OR RE-SET IN EXISTING LOCATION) - REMOVED & DISPOSED OF - REMOVED & RECYCLED (EXAMPLE: GRINDING PAVEMENT TO RE-USE AS SUB-BASE MATERIAL) - STRIPPED & STOCKPILED (EXAMPLE: TOPSOIL) 2. PROVIDE INFORMATION REGARDING TREATMENT OF VEGETATION - PROVIDE DIRECTION FOR: - TREE PROTECTION INSTALLATION - TREE / SHRUB REMOVALS - LIMITS OF GENERAL CLEARING / GRUBBING (EXAMPLES: WOODLAND, LAWN) - LOCATION OF TREE PROTECTION DEVICES (PROVIDE GENERAL NOTES RE: MIN REQUIREMENTS & PROVIDE CALL OUT KEYS TO DETAILS) - REFERENCE TO TREE PRUNING OF EXISTING TREES TO REMAIN (IF DESIRED) - IDENTIFY CRITICAL ROOT ZONE AREAS AROUND TREES THAT ARE TO REMAIN & PROVIDE INSTRUCTIONS TO THE CONTRACTOR FOR DOING WORK WITHIN THESE AREAS (ARBORIST TO OVERSEE?) 3. PROVIDE INFORMATION REGARDING PEDESTRIAN MOVEMENT AROUND THE SITE DURING VARIOUS PHASES OF CONSTRUCTION, AS NEEDED. (This may be on a project -by-project basis, depending on if RATIO is providing or contributing to traffic maintenance plan) 4. COORDINATE WITH SUB-CONSULTANTS. THE CIVIL AND ELECT. ENGINEER SHOULD BOTH OWN PROVIDING UTILITY/ELECTRICAL DEMOLITION/PREPARATION. ------------------------------------------------------------------------------------------ BE SURE THAT EXISTING CONDITIONS ARE CLEARLY NOTED SO CONTRACTOR CAN ACCURATELY PULL BID TOGETHER (EXAMPLES: CONC / BIT / LAWN / SHRUBS / WALL / CURB / ETC.) - DO NOT SHOW PROPOSED SITE IMPROVEMENTS, ONLY EXISTING - USE HATCHES TO DESIGNATE TOTAL AREA OF VARYING TYPES OF HARDSCAPE OR PLANTING - USE KEYS TO PROVIDE DIRECTION (RE: SPECIFIC SITE FEATURES OR PLANTING)

Good example: 1. graphic hatches used to show limits of & type of hardscape 2. keynotes do not duplicate direction provided by hatches but provide specific instructions of each feature types of prep plans - one tone to show broad removals - illustrate construction mobilization examples, stockpile locations, access, etc...

- strategic removals

SEE PLAN FOR LA BENCHMARK NOTES: DESIGN INTENT OF SITE PREPARATION PLAN

May 1, 2012

- BE SURE THAT EXISTING CONDITIONS ARE CLEARLY NOTED SO CONTRACTOR CAN ACCURATELY PULL BID TOGETHER (EXAMPLES: CONC / BIT / LAWN / SHRUBS / WALL / CURB / ETC.) - DO NOT SHOW PROPOSED SITE IMPROVEMENTS, ONLY EXISTING - USE HATCHES TO DESIGNATE TOTAL AREA OF VARYING TYPES OF HARDSCAPE OR PLANTING - USE KEYS TO PROVIDE DIRECTION (RE: SPECIFIC SITE FEATURES OR PLANTING)

SEE BOTTOM LEFT FOR DESIGN INTENT OF SITE PREPARATIONS PLAN

EX CONDITION LINEWORK SHOULD BE BLACK. ONLY PROPOSED PLAN WHERE IT IS NOT TONED BACK

LA BENCHMARKS NOTES: DESIGN INTENT OF SITE PREPARATIONS PLAN 1. PROVIDE INFORMATION REGARDING TREATMENT OF ALL EXISTING FEATURES DURING & AFTER CONSTRUCTION PERIOD WHETHER THOSE ITEMS ARE TO BE: - SALVAGED FOR REUSE - PRESERVED & PROTECTED IN PLACE - REMOVED & STOCKPILED (EXAMPLES: TO BE PROVIDED TO OWNER, RELOCATED, OR RESET IN EXISTING LOCATION) - REMOVED & DISPOSED OF - REMOVED & RECYCLED (EXAMPLE: GRINDING PAVEMENT TO RE-USE AS SUB-BASE MATERIAL) - STRIPPED & STOCKPILED (EXAMPLE: TOPSOIL) 2. PROVIDE INFORMATION REGARDING TREATMENT OF VEGETATION - PROVIDE DIRECTION FOR: - TREE PROTECTION INSTALLATION - TREE / SHRUB REMOVALS - LIMITS OF GENERAL CLEARING / GRUBBING (EXAMPLES: WOODLAND, LAWN) - LOCATION OF TREE PROTECTION DEVICES (PROVIDE GENERAL NOTES RE: MIN REQUIREMENTS & PROVIDE CALL OUT KEYS TO DETAILS) - REFERENCE TO TREE PRUNING OF EXISTING TREES TO REMAIN (IF DESIRED) - IDENTIFY CRITICAL ROOT ZONE AREAS AROUND TREES THAT ARE TO REMAIN & PROVIDE INSTRUCTIONS TO THE CONTRACTOR FOR DOING WORK WITHIN THESE AREAS (ARBORIST TO OVERSEE?) 3. PROVIDE INFORMATION REGARDING PEDESTRIAN MOVEMENT AROUND THE SITE DURING VARIOUS PHASES OF CONSTRUCTION, AS NEEDED. (This may be on a project -byproject basis, depending on if RATIO is providing or contributing to traffic maintenance plan) 4. COORDINATE WITH SUB-CONSULTANTS. THE CIVIL AND ELECT. ENGINEER SHOULD BOTH OWN PROVIDING UTILITY/ELECTRICAL DEMOLITION/PREPARATION.

KEYNOTES SHOULD BE DARKER THAN LINEWORK FOR CLARITY

PLAN TO BE CALLED SITE PREPARATION PLAN BECAUSE IT IS NOT ALL REMOVALS

PROVIDE DISCLAIMER NOTE IF THE SURVEYOR DOES NOT SIGN / SEAL CD DWG

LA BENCHMARK NOTES DESIGN INTENT OF THE EXISTING CONDITIONS PLAN 1. SHOW ALL INFORMATION & SITE FEATURES PROVIDED ON THE BOUNDARY & TOPOGRAPHIC SURVEYS CONDUCTED BY A SURVEYOR. 2. THE CONTENT OF THE DRAWING WILL NEVER BE PREPARED BY RATIO BUT WILL BE PROVIDED IN OUR SITE DWGS FOR REFERENCE. THUS, IT SHOULD BE NUMBERED 'R-101'.

3. ALL LAYERS FROM THE ORIGINAL SURVEY DWG SHOULD BE SHOWN. ONLY FREEZE DATA POINTS IF THEY MAKE IT ILLEGIBLE TO READ CONTENT. LAYERS SHOULD BE BLACK, NOT GREY TONE. 4. INCLUDE ORIGINAL LEGENDS & APPLICABLE NOTES FROM SURVEY FILE ON SHEET. 5. IF POSSIBLE, HAVE SURVEYOR STAMP / SEAL FINAL SHEET TO BE INCLUDED IN CONSTRUCTION PACKAGE. 6. RATIO SHOULD NEVER SEAL THIS DRAWING.

ADD DISCLAIMER NOTE WHERE SEAL SHOULD BE SO: 1. BRIAN STRUBE KNOWS NOT TO SEAL 2. CONTRACTOR IS MADE AWARE WHY SEAL IS NOT THERE

DO NOT SEAL WITH RATIO STAMP!

SHOULD BE R-101 FOR REFERENCE

CHECK ALL LOCAL CODES FOR THEIR STANDARD TREE PROTECTION REQUIREMENTS. ALSO CHECK TO SEE IF THEY HAVE REGULATIONS ABOUT MITIGATION PLANTING FOR TREE REMOVALS

IF PLANT MATERIAL IS TO BE TRANPLANTED, PROVIDE SPECIAL OR GENERAL NOTES ABOUT CARE OF VEGETATION DURING THE TIME IT WILL BE ABOVE GROUND; COORDINATE WITH TRANSPLANTING SPEC SECTION

USE CLEAR SYMBOLS FOR TREE REMOVALS V/S TREES TO REMAIN V/S TREES TO TRANSPLANT

LA BENCHMARK NOTES: DESIGN INTENT OF TREE PROTECTION & CLEARING PLAN: - PROVIDE DIRECTION FOR TREE PROTECTION & REMOVALS WHEN THE SITE PREP PLAN IS BEING PRODUCED BY A CIVIL ENGINEER - MAY NOT NEED TO SEPARATE DRAWING FOR TREE PROTECTION. - EVEN IF RATIO HAS PRODUCED A SITE PREPARATION PLAN, A SEPARATE TREE PROTECTION PLAN COULD BE PROVIDED FOR THOSE CLIENTS WHO PLACE PRIORITY ON TREE PRESERVATION. -THE LA SHOULD ALWAYS BE THE TREE PROTECTION WATCH DOG IN THE DESIGN & CA PHASES

tag on plan

description

detail key or sheet reference

Arrange keynotes per construction discipline

Align keynotes

Provide elevations for all site walls, show call outs for each view

LA BENCHMARK NOTES

DESIGN INTENT OF SITE FEATURES PLAN

Align keynotes

1. CAD file should be comprised of an xref of the LABase file. The only workable layers in the drawing should be keynotes, hatches for various pavement types, expansion joint notes, plan enlargement call-outs and section/elevation keys. Make sure underground utilities, spot elevations, and boundary text layers are turned off .

2. All text should be sized to be .1 at the desired layout scale. Example: A 20 scale layout should have model space text size of 2.

3. Draw all score joints for concrete pavement. Note locations of all expansion joints & draw with darker line.

4. Draw all site furniture to scale based on manufacturer's dimensions, note unique concrete pads required if not located on concrete pavement.

5. Site Features Plan should provide information for MATERIALS

Align keynotes

Add hatches to differentiate between various pavement types, if multiple types are called out

XREF of architecture to come from LA-Base. Either turn off interior layout or set to greyscale. Provide clipping boundary of survey to remove survey from interior of architecture. Add black outline around perimeter of building for readability.

Draw dashed line around boundary of plan enlargement sheets & reference location in keynote.

Insert drawing at world coordinates so that north is up on the sheet OR use Dview function to rotate view in layout to make the significant feature (building?) orthogonal to sheet. Save original 'world' coordinates as a tab in DDView function prior to rotating view in layout.

CONTROL LINE REFERENCE STATION 10+43.31'

4.83' LEFT OF CONTROL LINE

POINT TO CONTROL

PR-1 CONTROL LINE / REFERENCE LINE

STATION NUMBER

KEY PLAN TOO SMALL

LA BENCHMARK NOTES - DESIGN INTENT OF LAYOUT PLAN: - PROVIDE SPATIAL LOCATION REFERENCES AND DIMENSIONS - THREE LAYOUT PLAN APPROACHES: 1) DON'T PROVIDE ONE; RATIO TO PROVIDE DWG TO SUCCESSFUL BIDDER 2) DESIGN INTENT LAYOUT PLAN; PROVIDE ENOUGH INFORMATION SUCH THAT CONTRACTOR CAN USE TO BID 3) FULL BLOWN LAYOUT PLAN. ALL WITH DISCLAIMERS AT BID PHASE - THIS SHEET DETAILS THE STATION LAYOUT METHOD

CLEARLY IDENTIFY CONTROLS

USE ARROW RATHER THAN TICK MARK TO INDICATE RADII

LA BENCHMARK NOTES - DESIGN INTENT OF LAYOUT PLAN: - PROVIDE SPATIAL LOCATION REFERENCES AND DIMENSIONS - THREE LAYOUT PLAN APPROACHES: 1) DON'T PROVIDE ONE; RATIO TO PROVIDE DWG TO SUCCESSFUL BIDDER 2) DESIGN INTENT LAYOUT PLAN; PROVIDE ENOUGH INFORMATION SUCH THAT CONTRACTOR CAN USE TO BID 3) FULL BLOWN LAYOUT PLAN. ALL WITH DISCLAIMERS AT BID PHASE - THIS SHEET DETAILS THE STATION LAYOUT METHOD

XXX' R

CREATE RELATIONSHIPS WITH ALIGNMENT

LAYOUT NOTES ON DIMENSIONING FROM A CONTROL - CLEARLY IDENTIFY CONTROLS (POB - POINT OF BEGINNING, NORTHING & EASTING, & BASELINE) - CLEARLY IDENTIFY LINE DIRECTION COORDINATES - SET UP BASIC DESIGN RELATIONSHIPS

LAYOUT NOTES ON CREATING STATIONING - IDENTIFY CENTER LINE OF WALKS - PROVIDE TABLE WITH DATA FOR EACH RADIUS & TANGENT - CLEARLY IDENTIFY ALL LINE SEGMENTS - NEED LEGEND TO IDENTIFY NOTATIONS (EXAMPLES: PRC = POINT OF CONTINUOUS CURVATURE, PRC = POINT OF REVERSE CURVATURE)

CLEARLY IDENTIFY ALL LINE SEGMENTS

LA BENCHMARK NOTES DESIGN INTENT OF LAYOUT PLAN: - PROVIDE SPATIAL LOCATION REFERENCES AND DIMENSIONS - THREE LAYOUT PLAN APPROACHES: 1) DON'T PROVIDE ONE; RATIO TO PROVIDE DWG TO SUCCESSFUL BIDDER 2) DESIGN INTENT LAYOUT PLAN; PROVIDE ENOUGH INFORMATION SUCH THAT CONTRACTOR CAN USE TO BID 3) FULL BLOWN LAYOUT PLAN. ALL WITH DISCLAIMERS AT BID PHASE - THIS SHEET DETAILS THE STATION LAYOUT METHOD

DESIGN INTENT OF GRADING PLAN: - SET ELEVATIONS FOR ALL SITE FEATURES - ILLUSTRATE ALL SCULPTURAL TOPOGRAPHIC LANDFORM CHANGES - CLEARLY SHOW CODE COMPLIANT FEATURES (EXAMPLES: SLOPE RELATED TO ACCESSIBILITY, TOLERANCES, CONDITION NOT TO EXCEED, ETC) - PREFERRED THAT ACTUAL GRADING WORK OUT TO LESS THAN MAX TOLERANCES - CLEARLY CALL OUT VERTICAL ELEVATIONS IN PLAN VIEW (EXAMPLES: TOP WALL / BOTTOM WALL, TOP CURB / BOTTOM CURB, TOP STAIR / BOTTOM STAIR, ETC) - TIE CLEARLY BACK TO EXISTING CONDITIONS ALONG ALL BOUNDARIES - CLEARLY LABEL SWALES AND RIDGES (EXAMPLE: HIGH POINT / LOW POINT) - IN SWALES WHERE APPLICABLE ILLUSTRATE DESIGN INTENT OF DRAINAGE: CALL FOR MINIMUM AT LOW POINT, WITH CENTER LINE IN SWALE AND DIRECTION OF POSITIVE DRAINAGE, CONSIDERING SPOT ELEVATIONS EVERY 20FT OR SO - CLEARLY SHOW ALL FINISHED FLOOR ELEVATIONS - PROPOSED GRADE CHANGE CONTOUR LINES SHOULD CONTRAST CLEARLY FROM EXISTING CONTOUR LINES, EXISTING CONTOURS SHOULD BE SCREENED BACK - CLEARLY DELINEATE CONTRUCTION AND TREE PROTECTION FENCE - TIE IN EXISTING GRADES AT DRIPLINE / CANOPY OF PROTECTED TREES RATHER THAN AT TREE TRUNK - ALWAYS COORDINATE WALL ELEVATION DETAILS ACCURATELY WITH GRADING PLAN - CONTOURS IN HARDSCAPE SHOULD BE ILLUSTRATED WITH STRAIGHT LINES WITH CORNERS BETWEEN SEGMENTS - CONTOURS IN LANDSCAPE SHOULD BE ILLUSTRATED WITH ARCS HAVING NO CORNERS - ALL CONTOURS SHOULD BE LINES AND ARCS, PLINES NOT SPLINES - CONSIDER PROVIDING 10TH CONTOUR GRADING PLAN FOR ENTRYWAYS, PLAZAS, URBAN SPACES, OR COMPLEX DRAINAGE PATTERNS - SHOW SIGNIFICANT CHANGES IN SLOPE BETWEEN CONTOURS (EXAMPLE: BETWEEN DASHED LINES USE DIRECTIONAL ARROW TO SHOW SLOPE TOLERANCES) - ADD RIM ELEVATIONS TO COORDINATE CLOSELY WITH CIVIL - SHOW PLANTING BED EDGES, PARTICULARLY WHERE THERE IS A BREAK IN SLOPE -

SEE TOP LEFT FOR LA BENCHMARK DESIGN INTENT OF GRADING AND DRAINAGE PLAN

BEWARE CORNER IN LANDSCAPE CONTOUR

BETWEEN DASHED LINES SHOW MAX SLOPE TOLERANCES AND CHANGES IN SLOPE

DESIGN INTENT OF GRADING PLAN: - SET ELEVATIONS FOR ALL SITE FEATURES - ILLUSTRATE ALL SCULPTURAL TOPOGRAPHIC LANDFORM CHANGES - CLEARLY SHOW CODE COMPLIANT FEATURES (EXAMPLES: SLOPE RELATED TO ACCESSIBILITY, TOLERANCES, CONDITION NOT TO EXCEED, ETC) - PREFERRED THAT ACTUAL GRADING WORK OUT TO LESS THAN MAX TOLERANCES - CLEARLY CALL OUT VERTICAL ELEVATIONS IN PLAN VIEW (EXAMPLES: TOP WALL / BOTTOM WALL, TOP CURB / BOTTOM CURB, TOP STAIR / BOTTOM STAIR, ETC) - TIE CLEARLY BACK TO EXISTING CONDITIONS ALONG ALL BOUNDARIES - CLEARLY LABEL SWALES AND RIDGES (EXAMPLE: HIGH POINT / LOW POINT) - IN SWALES WHERE APPLICABLE ILLUSTRATE DESIGN INTENT OF DRAINAGE: CALL FOR MINIMUM AT LOW POINT, WITH CENTER LINE IN SWALE AND DIRECTION OF POSITIVE DRAINAGE, CONSIDERING SPOT ELEVATIONS EVERY 20FT OR SO - CLEARLY SHOW ALL FINISHED FLOOR ELEVATIONS - PROPOSED GRADE CHANGE CONTOUR LINES SHOULD CONTRAST CLEARLY FROM EXISTING CONTOUR LINES, EXISTING CONTOURS SHOULD BE SCREENED BACK - CLEARLY DELINEATE CONTRUCTION AND TREE PROTECTION FENCE - TIE IN EXISTING GRADES AT DRIPLINE / CANOPY OF PROTECTED TREES RATHER THAN AT TREE TRUNK - ALWAYS COORDINATE WALL ELEVATION DETAILS ACCURATELY WITH GRADING PLAN - CONTOURS IN HARDSCAPE SHOULD BE ILLUSTRATED WITH STRAIGHT LINES WITH CORNERS BETWEEN SEGMENTS - CONTOURS IN LANDSCAPE SHOULD BE ILLUSTRATED WITH ARCS HAVING NO CORNERS - ALL CONTOURS SHOULD BE LINES AND ARCS, P-LINES NOT SPLINES - CONSIDER PROVIDING 10TH CONTOUR GRADING PLAN FOR ENTRYWAYS, PLAZAS, URBAN SPACES, OR COMPLEX DRAINAGE PATTERNS - SHOW SIGNIFICANT CHANGES IN SLOPE BETWEEN CONTOURS (EXAMPLE: BETWEEN DASHED LINES USE DIRECTIONAL ARROW TO SHOW SLOPE TOLERANCES) - ADD RIM ELEVATIONS TO COORDINATE CLOSELY WITH CIVIL - SHOW PLANTING BED EDGES, PARTICULARLY WHERE THERE IS A BREAK IN SLOPE -

SEE PLAN FOR LA BENCHMARK DESIGN INTENT OF GRADING AND DRAINAGE PLAN

CONDITION WHERE DESIGN INTENT OF DRAINAGE SHOULD BE ILLUSTRATED

STANDARD LABELS FOR GRADING

-CONSIDER PROVIDING 10TH CONTOUR GRADING PLAN FOR ENTRYWAYS, PLAZAS, URBAN SPACES, OR COMPEX DRAINAGE PATTERNS

2% MAX GIVE TOLERANCE

5% MAX SLOPE GIVE TOLERANCE

LA BENCHMARK NOTES DESIGN INTENT OF GRADING PLAN: - SET ELEVATIONS FOR ALL SITE FEATURES - ILLUSTRATE ALL SCULPTURAL TOPOGRAPHIC LANDFORM CHANGES - CLEARLY SHOW CODE COMPLIANT FEATURES (EXAMPLES: SLOPE RELATED TO ACCESSIBILITY, TOLERANCES, CONDITION NOT TO EXCEED, ETC) - PREFERRED THAT ACTUAL GRADING WORK OUT TO LESS THAN MAX TOLERANCES - CLEARLY CALL OUT VERTICAL ELEVATIONS IN PLAN VIEW (EXAMPLES: TOP WALL / BOTTOM WALL, TOP CURB / BOTTOM CURB, TOP STAIR / BOTTOM STAIR, ETC) - TIE CLEARLY BACK TO EXISTING CONDITIONS ALONG ALL BOUNDARIES - CLEARLY LABEL SWALES AND RIDGES (EXAMPLE: HIGH POINT / LOW POINT) - IN SWALES WHERE APPLICABLE ILLUSTRATE DESIGN INTENT OF DRAINAGE: CALL FOR MINIMUM AT LOW POINT, WITH CENTER LINE IN SWALE AND DIRECTION OF POSITIVE DRAINAGE, CONSIDERING SPOT ELEVATIONS EVERY 20FT OR SO - CLEARLY SHOW ALL FINISHED FLOOR ELEVATIONS - PROPOSED GRADE CHANGE CONTOUR LINES SHOULD CONTRAST CLEARLY FROM EXISTING CONTOUR LINES, EXISTING CONTOURS SHOULD BE SCREENED BACK - CLEARLY DELINEATE CONTRUCTION AND TREE PROTECTION FENCE - TIE IN EXISTING GRADES AT DRIPLINE / CANOPY OF PROTECTED TREES RATHER THAN AT TREE TRUNK - ALWAYS COORDINATE WALL ELEVATION DETAILS ACCURATELY WITH GRADING PLAN - CONTOURS IN HARDSCAPE SHOULD BE ILLUSTRATED WITH STRAIGHT LINES WITH CORNERS BETWEEN SEGMENTS - CONTOURS IN LANDSCAPE SHOULD BE ILLUSTRATED WITH ARCS HAVING NO CORNERS - ALL CONTOURS SHOULD BE LINES AND ARCS, P-LINES NOT SPLINES - CONSIDER PROVIDING 10TH CONTOUR GRADING PLAN FOR ENTRYWAYS, PLAZAS, URBAN SPACES, OR COMPLEX DRAINAGE PATTERNS - SHOW SIGNIFICANT CHANGES IN SLOPE BETWEEN CONTOURS (EXAMPLE: BETWEEN DASHED LINES USE DIRECTIONAL ARROW TO SHOW SLOPE TOLERANCES) - ADD RIM ELEVATIONS TO COORDINATE CLOSELY WITH CIVIL - SHOW PLANTING BED EDGES, PARTICULARLY WHERE THERE IS A BREAK IN SLOPE -

SOIL PLACEMENT INSET SHOULD BE INCLUDED ON PLANTING PLAN WHEN POSSIBLE ADD MINIMUM INCHES OF DEPTH TO HATCH LEGEND (SEE LA BENCHMARK - SOIL PLACEMENT GEORGIA ST EXAMPLE)

LA BENCHMARK NOTES: DESIGN INTENT OF SOIL PLACEMENT PLAN -A PROPER SOIL PLACEMENT PLAN DIRECTS THE CONTRACTOR ON THE PRECISE LOCATION AND BOUNDARY OF SOIL PLACEMENT. LACK OF SUCH PLAN MAY CREATE AMBIGUITY BETWEEN DESIGNER AND CONTRACTOR. -COORDINATE SOIL PLACEMENT PLAN WITH LANDSCAPE GRADING SPECIFICATIONS

Aug 31, 2012

MATERIAL SCHEDULE - WEST BLOCK Size

Quantity

CYS

997

MANUFACTURED TOPSOIL

CYS

139

MULCH

CYS

10

CU-STRUCTURAL SOIL

MATERIAL SCHEDULE - CENTER BLOCK Size

Quantity

CYS

761

MANUFACTURED TOPSOIL

CYS

173

MULCH

CYS

10

CU-STRUCTURAL SOIL

MATERIAL SCHEDULE-EAST BLOCK Size

Quantity

CYS

892

MANUFACTURED TOPSOIL

CYS

145

MULCH

CYS

10

CU-STRUCTURAL SOIL

LA BENCHMARK NOTES: DESIGN INTENT OF SOIL PLACEMENT PLAN -A PROPER SOIL PLACEMENT PLAN DIRECTS THE CONTRACTOR ON THE PRECISE LOCATION AND BOUNDARY OF SOIL PLACEMENT. LACK OF SUCH PLAN MAY CREATE AMBIGUITY BETWEEN DESIGNER AND CONTRACTOR. -COORDINATE SOIL PLACEMENT PLAN WITH LANDSCAPE GRADING SPECIFICATIONS

MINIMUM SOIL DEPTHS FOR PLANT TYPES SHRUB BED: 18" PERENNIAL BED: 12" GROUNDCOVER: 8" SOD: 6" SEED: 6"

LOOK FOR EFFICIENCY IN DRAFTING WITH SYMMETRICAL DESIGN (SEE DASHED LINES)

HATCHES ARE BETTER THAN TONES WHEN ORGANIZING PLANTING AREAS

DESIGN INTENT OF GRADING PLAN: - LOCATE & IDENTIFY ALL PROPOSED PLANTS - SHOW EXISTING PLANTING TO REMAIN - SHOW QUANTITY OF SPECIES IN EACH LOCATION, HOWEVER DO NOT PROVIDE OVERALL TOTAL QUANTITIES - ACCURATELY PLACE PLANTS IN PLANTING PLAN TO ENABLE ACCURATE TAKE-OFFS - 2 METHODS OF ILLUSTRATING SYMBOLOGY IN GROUPINGS 1) BLOCKS WITH CONNECTED LINES 2) LABEL WITH INDIVIDUAL GROUPINGS - DO NOT USE TONES TO DISPLAY AREA PLANTINGS, INSTEAD USE HATCHES. TONES PRINT DIFFERENTLY ON VARYING PRINTERS AND ARE THEREFORE PROBLEMATIC - GROUPINGS TO BE BASED ON RATIO PLANT SPACING DETAILS - DRAW TYPICAL ROOTBALL SIZE WITHIN CANOPY OF TREES - ADD REMARKS AS NEEDED (EXAMPLE: SPRING DUG FROM NURSERY) - ADD NOTE TO CONTRACTOR: STAKE ALL TREE LOCATIONS FOR REVIEW OF LA PRIOR TO PLANTING INSTALLATION

LA BENCHMARK NOTES: DESIGN INTENT OF SOIL PLACEMENT PLAN -A PROPER SOIL PLACEMENT PLAN DIRECTS THE CONTRACTOR ON THE PRECISE LOCATION AND BOUNDARY OF SOIL PLACEMENT. LACK OF SUCH PLAN MAY CREATE AMBIGUITY BETWEEN DESIGNER AND CONTRACTOR. -COORDINATE SOIL PLACEMENT PLAN WITH LANDSCAPE GRADING SPECIFICATIONS

01.30.15

DESIGN INTENT OF GRADING PLAN: - LOCATE & IDENTIFY ALL PROPOSED PLANTS - SHOW EXISTING PLANTING TO REMAIN - SHOW QUANTITY OF SPECIES IN EACH LOCATION, HOWEVER DO NOT PROVIDE OVERALL TOTAL QUANTITIES - ACCURATELY PLACE PLANTS IN PLANTING PLAN TO ENABLE ACCURATE TAKE-OFFS - 2 METHODS OF ILLUSTRATING SYMBOLOGY IN GROUPINGS 1) BLOCKS WITH CONNECTED LINES 2) LABEL WITH INDIVIDUAL GROUPINGS - DO NOT USE TONES TO DISPLAY AREA PLANTINGS, INSTEAD USE HATCHES. TONES PRINT DIFFERENTLY ON VARYING PRINTERS AND ARE THEREFORE PROBLEMATIC - GROUPINGS TO BE BASED ON RATIO PLANT SPACING DETAILS - DRAW TYPICAL ROOTBALL SIZE WITHIN CANOPY OF TREES - ADD REMARKS AS NEEDED (EXAMPLE: SPRING DUG FROM NURSERY) - ADD NOTE TO CONTRACTOR: STAKE ALL TREE LOCATIONS FOR REVIEW OF LA PRIOR TO PLANTING INSTALLATION

NOTES: CENTER OF TREE SYMBOL NEEDS TO REFLECT CALIPER SIZE IN ADDITION TO CENTER CROSSHAIR

NOTES: - IN PLANT SCHEDULE USE: 2 LETTER ACRONYMS TO DENOTE TREES, 3 LETTER ACRONYMS TO DENOTE SHRUBS, 4 LETTER ACRONYMS TO DENOTE GRASSES, PERENNIALS, ETC WITH RESPECT TO GENUS & SPECIES

KEY

BOTANICAL NAME

COMMON NAME

SIZE

REMARKS

Autumn Brilliance Serviceberry Autumn Brilliance Serviceberry Paperbark Maple Legacy Sugar Maple Pecantree Shagbark Hickory Hackberry Redbud Redbud Crosswick Red Redbud White Redbud Yellowwood Flowering Dogwood Winter King Hawthorn American Beech Dwarf Fothergilla Kentucky Coffeetree Oakleaf Hydrangea Pee Wee Oakleaf Hydrangea Black Walnut Yellow Poplar Sweetgum Black Gum Hophornbeam Sourwood White Pine Bloodgood London Planetree Sycamore Sawtooth Oak Swamp White Oak Cherrybark Oak Shingle Oak Bur Oak Swamp Chestnut Oak Chinquapin Oak Pin Oak Red Oak Gro-Low Fragrant Sumac Sassafras Chadwick Yew Techny Arborvitae Accolade Elm

refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan 18-24" ht. refer to plan 24-30" ht.

15-18" ht. refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan refer to plan 3 gal. refer to plan 3 gal.

6' ht. refer to plan

Single stem Multi-stem, Symmetrical

Pennsylvania Sedge Straight-Styled Wood Sedge Northern Sea Oats Tufted Hair Grass Heavy Metal Switch Grass Little Bluestem Indian Grass Prairie Dropseed

2 3/8" 2 3/8" 2 3/8" 2 3/8" 2 gal.

2 3/8" 2 3/8" 2 3/8"

cell cell cell

12" o.c.

12" o.c.

24" o.c.

15" o.c. as shown 15" o.c.

15" o.c.

18" o.c.

Achillea millefolium 'Terra Cotta' Allium cernuum Asclepias incarnata Eupatorium maculatum Sisrynchium angustifolium Solidago nemerosa

Terra Cotta Common Yarrow Nodding Wild Onion Marsh Milkweed Joe Pye Weed Blue-eyed Grass Grey Goldenrod

1 gal.

2 3/8" cell 2 3/8" cell 1 gal.

1 gal.

2 3/8" cell

15" o.c.

12" o.c.

12" o.c. as shown 12" o.c.

12" o.c.

Matteuccia struthiopteris Polystichum acrostichoides

Ostrich Fern Christmas Fern

1 gal.

1 gal.

24" o.c.

15" o.c.

Trees / Shrubs AAA1 AAAB ACGR ACSA CAIL CAOV CEOC CECA CEC1 CECR CEFA CLLU COFL CVWK FAGR FOGA GYDI HYQU HQPW JUNI LITU LIST NYSY OSVI OXAR PIST PABL PLOC QUAC QUBI QUFA QUIM QUMA QUMI QUMU QUPA QURU RHAR SAAL TMCH TOTE ULPA

Amelanchier arborea 'Autumn Brilliance' Amelanchier arborea 'Autumn Brilliance' Acer griseum Acer saccharum 'Legacy' Carya illinoensis Carya ovata Celtis occidentalis Cercis canadensis Cercis canadensis Cercis canadensis 'Crosswick Red' Cercis canadensis f. alba Cladrastus lutea Cornus florida Crataegus viridis 'Winter King' Fagus grandifolia Fothergilla gardenii Gymnocladus dioicus Hydrangea quercifolia Hydrangea quercifolia 'Pee Wee' Juglans nigra Liriodendron tulipifera Liquidambar styraciflua Nyssa sylvatica Ostrya virginiana Oxydendrum arboreum Pinus strobus Platanus x acerifolia 'Bloodgood' Platanus occidentalis Quercus acutissima Quercus bicolor Quercus falcata pagodifolia Quercus imbricaria Quercus macrocarpa Quercus michauxii Quercus muehlenbergii Quercus palustris Quercus rubra Rhus aromatica 'Gro-Low' Sassafras albidum Taxus x media 'Chadwickii' Thuja occidentalis 'Techny' Ulmus parvifolia

Symmetrical, B&B

Multi-stem, Symmetrical Single stem Single stem Single stem

B&B or container

Symmetrical, B&B

Symmetrical, Symmetrical, Symmetrical, Symmetrical, Symmetrical, Symmetrical, Symmetrical, Symmetrical, Symmetrical, Symmetrical, Symmetrical, Symmetrical,

B&B or container B&B Symmetrical, B&B

Grasses / Sedges CAPN CARA CHLA DECA PVHM SCSC SONU SPHE

Carex pensylvanica Carex radiata Chasmanthium latifolium Deschampsia caespitosa Panicum virgatum 'Heavy Metal' Schizachyrium scoparium Sorghastrum nutans Sporobolus heterolepis

cell cell cell cell

Perennials ACMI ALCE ASIN EUMA SIAN SONE

Ferns MAST POAC

B&B B&B B&B B&B B&B B&B B&B B&B B&B B&B B&B B&B

LA BENCHMARK NOTES: DESIGN INTENT OF IRRIGATION PLANS -THE DECISION TO HAVE AN IRRIGATION PLAN SHOULD BE DISCUSSED AS EARLY AS POSSIBLE WITH THE CLIENT. -IT IS PREFERRED TO HAVE AN IRRIGATION PLAN IF THE SITE IS TO BE IRRIGATED WHATSOEVER -AN IRRIGATION PLAN CAN BE EITHER BE DESIGNED BY A SUB-CONSULTANT OF RATIO AS PART OF THE DESIGN PROCESS, STAMPED BY THE SUB-CONSULTANT AND INCLUDED IN OUR SHEET SET OR RATIO CAN DRAW AN IRRIGATION PLAN DIAGRAM ESTABLISHING INTENT AND MINIMUM REQUIREMENTS TO BE PROVIDED FOR DESIGN + BUILD. (SEE LA BENCHMARK IRRIGATION - L601_Irrigation Plan FOR PLAN DIAGRAM EXAMPLE) -GENERAL NOTES SHOULD SPECIFY TYPE (DRIP OR SPRAY HEAD) AND PLACEMENT WITH COVERAGE (BE AWARE THAT HEADS NEXT TO PAVED WALKS MAY CHANGE DIRECTION INADVERTENTLY AND UNINTENTIONALLY SPRAY HARDSCAPE. ALSO BE AWARE THAT ANY VEHICULAR MOVEMENT INCLUDING SMALL MAINTENANCE VEHICLES WILL DAMAGE OR BREAK HEADS WHEN RUN OVER. BE CAREFUL WHEN PLACING HEADS ALONG PATHS DOUBLING FOR MAINTENANCE VEHICLE TRAFFIC) -NOTE THE WATER SOURCE AND FLOW RATE. CONSIDER WHETHER BOOSTER PUMPS ARE NEEDED.

LA BENCHMARK NOTES: DESIGN INTENT OF PLAN ENLARGEMENT SHEETS -PLAN ENLARGEMENTS ZOOM IN TO A SMALLER SCALE TO EMPASIZE RELATIONSHIPS AND PROVIDE CLEAR DIRECTION TO THE CONTRACTOR -ALTHOUGH THE KEY MAP BELOW IS NOT THE BEST EXAMPLE, A KEY MAP SHOULD BE USED WITH THIS SHEET

LA BENCHMARK NOTES: DESIGN INTENT OF PLAN ENLARGEMENT SHEETS -PLAN ENLARGEMENTS ZOOM IN TO A SMALLER SCALE TO EMPASIZE RELATIONSHIPS AND PROVIDE CLEAR DIRECTION TO THE CONTRACTOR -A KEY MAP SHOULD BE USED WITH THIS SHEET

SEE TOP LEFT FOR LA BENCHMARK NOTES: DESIGN INTENT OF PLAN ENLARGEMENT SHEETS

DESIGN INTENT OF DETAILS SHEET:

-DETAILS WILL CONVEY PATTERNS OF AESTHETICS, FUNCTIONALITY, AND CONSTRUCTABILITY. THEY SHOULD CONTRIBUTE TO THE FORMAL AND SPATIAL THEME OF THE LANDSCAPE, AS THEY WILL SUPPORT AND EMBELLISH THE MAIN IDEAS OF THE DESIGN INTENT -DETAILS ARE DESIGNED TO CONVEY INTENDED OUTCOMES AND SHOULD BE COORDINATED WITH OTHER TRADES FOR AVOIDING CONFLICTS WITH EXISTING AND PROPOSED CONDITIONS - DETAILS SHOULD BE DRAW AS INDIVIDUAL CAD FILES THEN REFERENCED INTO THE LAYOUT SPACE OF A DETAIL SHEET SET. -ANNOTATION AND LINEWORK SHOULD BE CLEAR AND LEGIBLE AND AT THE SAME SCALE ONCE REFERENCED INTO THE FINAL SHEET LAYOUT. -STANDARD HATCHES SHOULD BE USED WHEN POSSIBLE, HATCHES FOR THE SAME MATERIAL SHOULD MATCH AND BE AT A CONSISTENT SCALE ACROSS THE PROJECT. - IMPORTANT POINTS FROM A FUNCTIONAL AND/OR AESTHETICAL STANDPOINT SHOULD BE CLEAR, EVIDENT,AND STAND OUT IN THE DETAIL AS WELL AS TECHNIQUES THAT MAY BE NEW OR UNFAMILIAR TO THE CONTRACTOR -CONSIDER CONSTRUCTION SEQUENCE AND PHASING WHEN DEVELOPING DETAILS. ORGANIZE DETAILS BY TRADE, IF POSSIBLE. FOR EXAMPLE, HARDSCAPE DETAILS ARE ON ONE PAGE AT THE BEGINNING OF THE DETAIL SET, PLANTING DETAILS ARE ON THE SAME SHEET AND ARE AT THE END OF THE SET. -DRAW DETAILS WITH TIMELESSNESS AND REQUISITE LIFESPAN IN MIND. USE ROBUST, DURABLE MATERIALS THAT WILL AGE GRACEFULLY WHERE POSSIBLE -CONSIDER MAINTENANCE, CLEANABILITY & REPAIRABILITY WITH REGARD TO DESIGN; RECOMMEND ATTIC STOCK WHERE APPROPRIATE -DESIGN DETAILS WITH AN UNDERSTANDING OF MATERIAL CONSTRUCTABILITY, WITH ACTUAL RATHER THAN NOMINAL MATERIAL DIMENSIONS, KEEPING CONSTRUCTION TOLERANCES IN MIND -DESIGN DETAILS WITH FORGIVING FEATURES AND ADJUSTABLE FITTINGS WHERE POSSIBLE (EXAMPLE: SLIDING FITS) -JOINTING DETAILS SHOULD CONSIDER FIELD VARIABILITY AND PROVIDE DIRECTION WHEN POSSIBLE -HIDE FASTENERS WHERE NOT DESIGNED TO BE SHOWN -USE OFFSETS & REVEALS TO ACCOMODATE FOR IRREGULAR OR NON-FLUSH CONNECTIONS -BEWARE SHARP EDGE DETAILS IN BRICK & MASONRY (AS WELL AS FEATHERED OR THIN SECTIONS OF MORTAR) AS THEY ARE PRONE TO BREAKAGE AND FAILURE. ROUND OVERS, CHAMFERS, AND QUIRK JOINTS HAVE GREATER FIRMITAS AND DURABILITY -DESIGN DETAILS FOR MATERIAL MOVEMENT (EXPANSION & CONTRACTION); STRATEGIES INCLUDE DETAILING MOVEMENT JOINTS, SEPARATING ELEMENTS, DIVIDING LARGE SURFACES INTO SMALLER SECTIONS, AND DIVIDING LARGE MASSES INTO SMALLER ONES. TYPES OF MOVEMENT TO CONSIDER ARE TEMPERATURE CHANGE, MOISTURE CHANGE, PHASE CHANGE (FREEZE/THAW), CHEMICAL CHANGE, TEMPORARY STRUCTURAL DEFLECTION, PERMANENT STRUCTURAL CREEP, & FOUNDATION SETTLEMENT -EXPANSION JOINTS IN PAVING SHOULD CORRESPOND TO EXPANSION JOINTS IN THE VERTICAL DIMENSION WHEN APPLICABLE (EXAMPLE: HANDRAIL EXPANSION JOINT ALIGNED OVER CONCRETE EXPANSION JOINT). SHOW EXPANSION JOINTS & DOWELLING BETWEEN CONCRETE POURS AND/OR WHEN CONCRETE ABUTS A VERTICAL FACE (WALL FOUNDATION, BUILDING, ETC...)

-DESIGN WITH CLEARANCES AND FOREGIVENESS WHEN INSERTING BUILT IN MANUFACTURED ELEMENTS OR WHEN A FORSEEABLE CHANGE IS INEVITABLE -USE OF PROGRESSIVE FINISHING (PARTICULARLY IN GRADING) HELPS TO CONTROL THE DESIRED DESIGN INTENT AND EFFECTIVENESS (EXAMPLE: PROGRESS FROM GREATER TOLERANCES, SUCH AS IN SUBGRADE, TO TIGHTER TOLERANCES, SUCH AS IN FINISHED PAVING SURFACE, THROUGH LAYERING AND INCREMENTAL INCREASES IN TOLERANCE -AVOID DETAILING PREMANUFACTURED ITEMS THAT CAN BE SPECIFIED, BUT INCLUDE REFERENCE TO THEM AND SHOW ATTACHMENT CONDITION BASED ON PROPOSED PAVEMENT SECTION THEY WILL BE SITTING ON & HOW THEY WILL BE ANCHORED. -DETAIL SPECIAL CONDITIONS, BUT NOT ALL CONDITIONS -COORDINATE GRADING PLAN AND DETAILS ACCURATELY, PROVIDE WALL ELEVATIONS THAT REFLECT PROPOSED FINISH GRADES, SHOW HOW FOOTINGS / WALLS / VENEER MAY STEP TO ACCOMMODATE GRADES. -DETAILS CAN BE BUILT ON PRECEDENTS AND STANDARDS WHEN POSSIBLE. HOWEVER, YOUR DETAILS SHOULD REPRESENT THE UNIQUE SITE CONDITIONS PROPOSED FOR YOUR SITE. AVOID "CUT/PASTE" WITHOUT CONFORMING EACH DETAIL TO SUIT THE PROJECT.

LA BENCHMARK NOTES: SEE ABOVE FOR DESIGN INTENT

DESIGN INTENT OF DETAILS SHEET:

-DETAILS WILL CONVEY PATTERNS OF AESTHETICS, FUNCTIONALITY, AND CONSTRUCTABILITY. THEY SHOULD CONTRIBUTE TO THE FORMAL AND SPATIAL THEME OF THE LANDSCAPE, AS THEY WILL SUPPORT AND EMBELLISH THE MAIN IDEAS OF THE DESIGN INTENT -DETAILS ARE DESIGNED TO CONVEY INTENDED OUTCOMES AND SHOULD BE COORDINATED WITH OTHER TRADES FOR AVOIDING CONFLICTS WITH EXISTING AND PROPOSED CONDITIONS - DETAILS SHOULD BE DRAW AS INDIVIDUAL CAD FILES THEN REFERENCED INTO THE LAYOUT SPACE OF A DETAIL SHEET SET. -ANNOTATION AND LINEWORK SHOULD BE CLEAR AND LEGIBLE AND AT THE SAME SCALE ONCE REFERENCED INTO THE FINAL SHEET LAYOUT. -STANDARD HATCHES SHOULD BE USED WHEN POSSIBLE, HATCHES FOR THE SAME MATERIAL SHOULD MATCH AND BE AT A CONSISTENT SCALE ACROSS THE PROJECT. - IMPORTANT POINTS FROM A FUNCTIONAL AND/OR AESTHETICAL STANDPOINT SHOULD BE CLEAR, EVIDENT,AND STAND OUT IN THE DETAIL AS WELL AS TECHNIQUES THAT MAY BE NEW OR UNFAMILIAR TO THE CONTRACTOR -CONSIDER CONSTRUCTION SEQUENCE AND PHASING WHEN DEVELOPING DETAILS. ORGANIZE DETAILS BY TRADE, IF POSSIBLE. FOR EXAMPLE, HARDSCAPE DETAILS ARE ON ONE PAGE AT THE BEGINNING OF THE DETAIL SET, PLANTING DETAILS ARE ON THE SAME SHEET AND ARE AT THE END OF THE SET. -DRAW DETAILS WITH TIMELESSNESS AND REQUISITE LIFESPAN IN MIND. USE ROBUST, DURABLE MATERIALS THAT WILL AGE GRACEFULLY WHERE POSSIBLE -CONSIDER MAINTENANCE, CLEANABILITY & REPAIRABILITY WITH REGARD TO DESIGN; RECOMMEND ATTIC STOCK WHERE APPROPRIATE -DESIGN DETAILS WITH AN UNDERSTANDING OF MATERIAL CONSTRUCTABILITY, WITH ACTUAL RATHER THAN NOMINAL MATERIAL DIMENSIONS, KEEPING CONSTRUCTION TOLERANCES IN MIND -DESIGN DETAILS WITH FORGIVING FEATURES AND ADJUSTABLE FITTINGS WHERE POSSIBLE (EXAMPLE: SLIDING FITS) -JOINTING DETAILS SHOULD CONSIDER FIELD VARIABILITY AND PROVIDE DIRECTION WHEN POSSIBLE -HIDE FASTENERS WHERE NOT DESIGNED TO BE SHOWN -USE OFFSETS & REVEALS TO ACCOMODATE FOR IRREGULAR OR NON-FLUSH CONNECTIONS -BEWARE SHARP EDGE DETAILS IN BRICK & MASONRY (AS WELL AS FEATHERED OR THIN SECTIONS OF MORTAR) AS THEY ARE PRONE TO BREAKAGE AND FAILURE. ROUND OVERS, CHAMFERS, AND QUIRK JOINTS HAVE GREATER FIRMITAS AND DURABILITY -DESIGN DETAILS FOR MATERIAL MOVEMENT (EXPANSION & CONTRACTION); STRATEGIES INCLUDE DETAILING MOVEMENT JOINTS, SEPARATING ELEMENTS, DIVIDING LARGE SURFACES INTO SMALLER SECTIONS, AND DIVIDING LARGE MASSES INTO SMALLER ONES. TYPES OF MOVEMENT TO CONSIDER ARE TEMPERATURE CHANGE, MOISTURE CHANGE, PHASE CHANGE (FREEZE/THAW), CHEMICAL CHANGE, TEMPORARY STRUCTURAL DEFLECTION, PERMANENT STRUCTURAL CREEP, & FOUNDATION SETTLEMENT -EXPANSION JOINTS IN PAVING SHOULD CORRESPOND TO EXPANSION JOINTS IN THE VERTICAL DIMENSION WHEN APPLICABLE (EXAMPLE: HANDRAIL EXPANSION JOINT ALIGNED OVER CONCRETE EXPANSION JOINT). SHOW EXPANSION JOINTS & DOWELLING BETWEEN CONCRETE POURS AND/OR WHEN CONCRETE ABUTS A VERTICAL FACE (WALL FOUNDATION, BUILDING, ETC...)

-DESIGN WITH CLEARANCES AND FOREGIVENESS WHEN INSERTING BUILT IN MANUFACTURED ELEMENTS OR WHEN A FORSEEABLE CHANGE IS INEVITABLE -USE OF PROGRESSIVE FINISHING (PARTICULARLY IN GRADING) HELPS TO CONTROL THE DESIRED DESIGN INTENT AND EFFECTIVENESS (EXAMPLE: PROGRESS FROM GREATER TOLERANCES, SUCH AS IN SUBGRADE, TO TIGHTER TOLERANCES, SUCH AS IN FINISHED PAVING SURFACE, THROUGH LAYERING AND INCREMENTAL INCREASES IN TOLERANCE -AVOID DETAILING PREMANUFACTURED ITEMS THAT CAN BE SPECIFIED, BUT INCLUDE REFERENCE TO THEM AND SHOW ATTACHMENT CONDITION BASED ON PROPOSED PAVEMENT SECTION THEY WILL BE SITTING ON & HOW THEY WILL BE ANCHORED. -DETAIL SPECIAL CONDITIONS, BUT NOT ALL CONDITIONS -COORDINATE GRADING PLAN AND DETAILS ACCURATELY, PROVIDE WALL ELEVATIONS THAT REFLECT PROPOSED FINISH GRADES, SHOW HOW FOOTINGS / WALLS / VENEER MAY STEP TO ACCOMMODATE GRADES. -DETAILS CAN BE BUILT ON PRECEDENTS AND STANDARDS WHEN POSSIBLE. HOWEVER, YOUR DETAILS SHOULD REPRESENT THE UNIQUE SITE CONDITIONS PROPOSED FOR YOUR SITE. AVOID "CUT/PASTE" WITHOUT CONFORMING EACH DETAIL TO SUIT THE PROJECT.

DETAIL NOTES ARE "LIVE" WITHIN DETAIL CAD FILE & SHOULD BE SIZED TO SCALE TO 0.1 TEXT SIZE IN FINAL LAYOUT SPACE PER SCALE IT IS DRAWN AT. NUMBER DETAILS FROM LEFT-RIGHT OF PAGE, UP AND DOWN.

DESIGN INTENT OF DETAILS SHEET:

-DETAILS WILL CONVEY PATTERNS OF AESTHETICS, FUNCTIONALITY, AND CONSTRUCTABILITY. THEY SHOULD CONTRIBUTE TO THE FORMAL AND SPATIAL THEME OF THE LANDSCAPE, AS THEY WILL SUPPORT AND EMBELLISH THE MAIN IDEAS OF THE DESIGN INTENT -DETAILS ARE DESIGNED TO CONVEY INTENDED OUTCOMES AND SHOULD BE COORDINATED WITH OTHER TRADES FOR AVOIDING CONFLICTS WITH EXISTING AND PROPOSED CONDITIONS - DETAILS SHOULD BE DRAW AS INDIVIDUAL CAD FILES THEN REFERENCED INTO THE LAYOUT SPACE OF A DETAIL SHEET SET. -ANNOTATION AND LINEWORK SHOULD BE CLEAR AND LEGIBLE AND AT THE SAME SCALE ONCE REFERENCED INTO THE FINAL SHEET LAYOUT. -STANDARD HATCHES SHOULD BE USED WHEN POSSIBLE, HATCHES FOR THE SAME MATERIAL SHOULD MATCH AND BE AT A CONSISTENT SCALE ACROSS THE PROJECT. - IMPORTANT POINTS FROM A FUNCTIONAL AND/OR AESTHETICAL STANDPOINT SHOULD BE CLEAR, EVIDENT,AND STAND OUT IN THE DETAIL AS WELL AS TECHNIQUES THAT MAY BE NEW OR UNFAMILIAR TO THE CONTRACTOR -CONSIDER CONSTRUCTION SEQUENCE AND PHASING WHEN DEVELOPING DETAILS. ORGANIZE DETAILS BY TRADE, IF POSSIBLE. FOR EXAMPLE, HARDSCAPE DETAILS ARE ON ONE PAGE AT THE BEGINNING OF THE DETAIL SET, PLANTING DETAILS ARE ON THE SAME SHEET AND ARE AT THE END OF THE SET. -DRAW DETAILS WITH TIMELESSNESS AND REQUISITE LIFESPAN IN MIND. USE ROBUST, DURABLE MATERIALS THAT WILL AGE GRACEFULLY WHERE POSSIBLE -CONSIDER MAINTENANCE, CLEANABILITY & REPAIRABILITY WITH REGARD TO DESIGN; RECOMMEND ATTIC STOCK WHERE APPROPRIATE -DESIGN DETAILS WITH AN UNDERSTANDING OF MATERIAL CONSTRUCTABILITY, WITH ACTUAL RATHER THAN NOMINAL MATERIAL DIMENSIONS, KEEPING CONSTRUCTION TOLERANCES IN MIND -DESIGN DETAILS WITH FORGIVING FEATURES AND ADJUSTABLE FITTINGS WHERE POSSIBLE (EXAMPLE: SLIDING FITS) -JOINTING DETAILS SHOULD CONSIDER FIELD VARIABILITY AND PROVIDE DIRECTION WHEN POSSIBLE -HIDE FASTENERS WHERE NOT DESIGNED TO BE SHOWN -USE OFFSETS & REVEALS TO ACCOMODATE FOR IRREGULAR OR NON-FLUSH CONNECTIONS -BEWARE SHARP EDGE DETAILS IN BRICK & MASONRY (AS WELL AS FEATHERED OR THIN SECTIONS OF MORTAR) AS THEY ARE PRONE TO BREAKAGE AND FAILURE. ROUND OVERS, CHAMFERS, AND QUIRK JOINTS HAVE GREATER FIRMITAS AND DURABILITY -DESIGN DETAILS FOR MATERIAL MOVEMENT (EXPANSION & CONTRACTION); STRATEGIES INCLUDE DETAILING MOVEMENT JOINTS, SEPARATING ELEMENTS, DIVIDING LARGE SURFACES INTO SMALLER SECTIONS, AND DIVIDING LARGE MASSES INTO SMALLER ONES. TYPES OF MOVEMENT TO CONSIDER ARE TEMPERATURE CHANGE, MOISTURE CHANGE, PHASE CHANGE (FREEZE/THAW), CHEMICAL CHANGE, TEMPORARY STRUCTURAL DEFLECTION, PERMANENT STRUCTURAL CREEP, & FOUNDATION SETTLEMENT -EXPANSION JOINTS IN PAVING SHOULD CORRESPOND TO EXPANSION JOINTS IN THE VERTICAL DIMENSION WHEN APPLICABLE (EXAMPLE: HANDRAIL EXPANSION JOINT ALIGNED OVER CONCRETE EXPANSION JOINT). SHOW EXPANSION JOINTS & DOWELLING BETWEEN CONCRETE POURS AND/OR WHEN CONCRETE ABUTS A VERTICAL FACE (WALL FOUNDATION, BUILDING, ETC...)

-DESIGN WITH CLEARANCES AND FOREGIVENESS WHEN INSERTING BUILT IN MANUFACTURED ELEMENTS OR WHEN A FORSEEABLE CHANGE IS INEVITABLE -USE OF PROGRESSIVE FINISHING (PARTICULARLY IN GRADING) HELPS TO CONTROL THE DESIRED DESIGN INTENT AND EFFECTIVENESS (EXAMPLE: PROGRESS FROM GREATER TOLERANCES, SUCH AS IN SUBGRADE, TO TIGHTER TOLERANCES, SUCH AS IN FINISHED PAVING SURFACE, THROUGH LAYERING AND INCREMENTAL INCREASES IN TOLERANCE -AVOID DETAILING PREMANUFACTURED ITEMS THAT CAN BE SPECIFIED, BUT INCLUDE REFERENCE TO THEM AND SHOW ATTACHMENT CONDITION BASED ON PROPOSED PAVEMENT SECTION THEY WILL BE SITTING ON & HOW THEY WILL BE ANCHORED. -DETAIL SPECIAL CONDITIONS, BUT NOT ALL CONDITIONS -COORDINATE GRADING PLAN AND DETAILS ACCURATELY, PROVIDE WALL ELEVATIONS THAT REFLECT PROPOSED FINISH GRADES, SHOW HOW FOOTINGS / WALLS / VENEER MAY STEP TO ACCOMMODATE GRADES. -DETAILS CAN BE BUILT ON PRECEDENTS AND STANDARDS WHEN POSSIBLE. HOWEVER, YOUR DETAILS SHOULD REPRESENT THE UNIQUE SITE CONDITIONS PROPOSED FOR YOUR SITE. AVOID "CUT/PASTE" WITHOUT CONFORMING EACH DETAIL TO SUIT THE PROJECT.

NUMBER DETAILS FROM LEFT-RIGHT OF PAGE, UP AND DOWN.

DETAIL TAG, SHEET REFERENCE AND SCALE SHOULD BE "LIVE" TEXT IN SHEET LAYOUT FILE.

LA BENCHMARK NOTES: SEE WINDOW AT TOP LEFT FOR DESIGN INTENT OF DETAILS SHEET

Summer 2015 Internship

Rick Cobb, Student ASLA, MLA December 2015 rrcobb@ncsu.edu