SOUTH MEADOWS ROAD - Pavilion Constructionpavilionconstruction.com/uploaded-files/Sweeney School/Plans...2.Contractor to lay out hardscape elements and verify layout with Landscape

1. On-site verification of all dimensions and conditions shall be the responsibility of the General Contractor.Noted dimensions take precedence over scale, larger scale over smaller scale, addenda and clarificationsover previous documents.

2. Contractor to lay out hardscape elements and verify layout with Landscape Architect prior to construction.Hardscape elements are dimensioned on the Landscape Layout Plan. Any discrepancies or conflicts withexisting conditions or other drawings shall be reported to the Landscape Architect immediately for properclarification or adjustment.

3. For dimensions of existing buildings, proposed building improvements, and related work, refer to thearchitectural drawings.

4. Where dimensions are called as "equal," space referenced items equally, measured to their center lines.

5. Measurements are to face of building, wall or fixed site improvement. Dimensions to center lines is asindicated.

7. Install intersecting elements at 90 degree angles to each other unless otherwise noted.

8. Provide expansion joints where concrete flatwork meets vertical structures such as walls, curbs, steps andbuilding elements.

9. All walkways shall be located from finished face of buildings.

10. All walkways shall be 6'-0" wide unless otherwise noted.

11. Expansion joints in concrete walkways shall be located twenty feet 20'-0" O.C. maximum or as indicated.

12. All radii of walkway intersections on the plans shall be 4'-0" or as indicated on the plans.

LANDSCAPE PLANTING NOTES1. Source of base sheets is Atkin Olshin Schade Architects.

2. Refer to Civil Engineer's utility and grading and drainage plans for utility location and drainage information.Refer to Civil Engineer's grading plans for grading information. If actual site conditions vary from what isshown on the plans or if there are discrepancies between the plans, contact the Landscape Architect fordirection as to how to proceed.

3. Verify locations of pertinent site improvements installed under other sections. If any part of this plan cannotbe followed due to site conditions, contact Landscape Architect for instructions prior to commencing work.

4. Exact locations of plant materials to be approved by the Landscape Architect in the field prior to installation.Landscape Architect reserves the right to adjust plants to exact location in field.

5. Verify plant counts and square footages: Quantities are provided as Owner information only. If quantities onplant list differ from graphic indications, then graphics shall prevail.

6. Contact the local underground utility services for utility location and identification.

7. Perform excavation in the vicinity of underground utilities with care and if necessary, by hand. TheContractor bears full responsibility for this work and disruption or damage to utilities shall be repairedimmediately at no expense to the Owner.

8. Trees shall bear same relation to finished grade as it bore to existing.

9. Trees to be planted a minimum of 4 feet from face of building, or pavement, except as approved byLandscape Architect.

10. Provide matching forms and sizes for plant materials within each species and size designated on thedrawings.

11. Prune newly planted trees only as directed by Landscape Architect.

12. Align and equally space in all directions trees and shrubs so designated per these notes and drawings.

13. Finish grades of planter areas shall be 2 inches below adjacent paving or top of wall unless otherwise noted.

14. Provide specified edging as divider between planting beds.

15. Remove entire wire cage from rootball.

16. Cut and remove burlap from top 1/3 of ball.

17. Landscape Architect to review plant materials at source or by photographs prior to digging or shipping ofplant materials.

GENERAL CONDITIONS NOTES1. Work performed shall comply with the following:

A. These General Notes, and Construction Documents and Specifications.B. All applicable local, state,and federal codes, ordinances and regulations. All codes listed in

Specifications and Drawings shall be inclusive of all codes, regulations and requirementsadopted by the State of New Mexico, including all Amendments.

2. Source of base information is Atkin Olshin Schade Architects and is assumed to be correct. Reportany discrepancies immediately to the Owner's representative.

3. Verify locations of pertinent site improvements installed under other contracts. If any part of thisplan cannot be followed due to site conditions, contact owner's representative for instructions priorto commencing work.

4. Contact local underground utility services for utility location and identification, prior to commencingwork.

5. Perform excavation in the vicinity of underground utilities with care and by hand, if necessary. Thecontractor bears full responsibility for this work and disruption of damage to utilities shall berepaired immediately and at no expense to the owner.

LAYOUT NOTES

SOIL PREPARATION1. Soil preparation of a landscape design is a critical factor in creating a healthy and long-lasting

landscape. Remove existing topsoil and stockpile on site. Topsoil to be incorporated back into thesoil at a later date. Contractor to conduct a soil evaluation to determine the soil's composition,compaction rate, nutrient qualities, organic content, PH levels, and water holding capabilities. Theideal particle soil mix is approximately 45% sand, 40% silt, 10% clay and 5% organic material witha PH level near seven.

2. Prior to the installation of the landscape and irrigation system, contractor to prepare soil to ensurea proper environment for plant root development.

3. Contractor to de-compact soils in planting areas by roto-tilling, disking or ripping to a depth of 6 -8” minimum and preferably a depth of 12 - 18”. De-compaction of small planter areas, such asthose in parking lot areas, may require the removal of the compacted soil to a depth of 18” or moreand then re-installed loosely with required amendments. Always remove debris over 2” in sizefrom the soil.

4. When performing soil de-compaction, multiple passes across the area will be required and, whenpossible, should be at varying angles to ensure adequate coverage. When using disc or rippingequipment, it is required that the final passes over the area be made with a roto-tiller to break upany large clumps to make final grading easier.

5. After initial soil de-compaction procedures are performed, soil amendments should be added. Theaddition of soil amendments is determined from soil tests conducted prior to work commencing.Soil amendment may include inorganic material such as sand, silt or clay, which help improve soiltexture. Organic material such as compost, manure, and peat moss may also be used and helpimprove soil structure. Other amendments such as fertilizer improve nutrient content and sulfuradjusts the soil PH level. Sulfur shall be incorporated at the rate of one pound of sulfur per 100square feet.

6. All amendments should be mixed thoroughly with existing soil and an additional soil test will betaken to ensure proper soil conditions prior to planting.

7. During the remainder of the landscape installation, various areas of the site may be re-compacteddue to the use of equipment and vehicles. This compaction is typically limited to the upper 4-6” ofthe soil. Prior to the installation of plant material in these areas, the compaction shall be reducedto 80% or less using previously described methods.

IRRIGATION NOTES1. See general conditions notes.

2. Locations of irrigation lines, valves, heads, and all other related irrigation appurtenances shownon these drawings are diagrammatic only. The exact location of the above need to beapproved by the Landscape Architect.

3. Refer to Irrigation Plans and Specifications for additional requirements.

APPROX ARCH AVG B+BBF BLDG BM BOC BR BS BW CAL CAP CF CHAM CIP CJ CL CLR CM CO COMP CONC CONST CONT CONTR CU CY DEMO DIA DIM DTL DWG E EA EJ EL ELEC ENG EQ EQUIP EST E.W. EXIST EXP FFE FG FIN FL FOWFT FTG GA GAL GEN HORIZ HP HT ID INV IN INCL IRR JT LIN LF LP LT MATL MAX MEMB

MH MIN MISC N NIC NO NOM NTS OC OD OPP PAR PC PE PERF PED PI PL PT PVC PVMT PVR QTY R REF REINF REQ'D REV ROW RT S SSSCH SD SEC SF SHT SIM SNT SPECS SQ ST SY STA STD STL STRL SYM T&B TBC TC TF TRANSTOC TOPO

TSL TR

TS TW TYP VAR VERT VEH VOL W/ W/O WT WWF YD @

APPROXIMATE ARCHITECT AVERAGE BALLED AND BURLAPPEDBOTTOM OF FOOTING BUILDING BENCHMARK BACK OF CURB BOTTOM OF RAMP BOTTOM OF STEP BOTTOM OF WALL CALIPER CAPACITY CUBIC FEET CHAMFER CAST IN PLACE CONTROL JOINT CENTER LINE CLEARANCE CENTIMETER CLEAN OUT COMPACTED CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR CUBIC CUBIC YARD DEMOLISH, DEMOLITION DIAMETER DIMENSION DETAIL DRAWING EAST EACH EXPANSION JOINT ELEVATION ELECTRICAL ENGINEER EQUAL EQUIPMENT ESTIMATE EACH WAY EXISTING EXPANSION, EXPOSED FINISHED FLOOR ELEVATION FINISHED GRADE FINISH FLOW LINE FACE OF WALLFOOT (FEET) FOOTING GAUGE GALVANIZED GENERAL HORIZONTAL HIGH POINT HEIGHT INSIDE DIAMETER INVERT ELEVATION INCH(ES) INCLUDE(D) IRRIGATION JOINT LINEAR LINEAR FEET LOW POINT LIGHT MATERIAL MAXIMUM MEMBRANE

MANHOLE MINIMUM MISCELLANEOUS NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE PARALLEL POINT OF CURVATURE POLYURETHANE PERFORATED PEDESTRIAN POINT OF INTERSECTION PROPERTY LINE POINT, POINT OF TANGENCY POLYVINYL CHLORIDE PAVEMENT PAVER QUANTITY RADIUS REFERENCE REINFORCE(D) REQUIRED REVISION, REVISED RIGHT OF WAY RIGHT SOUTH SANITARY SEWERSCHEDULE STORM DRAIN SECTION SQUARE FOOT (FEET) SHEET SIMILAR SEALANT SPECIFICATIONS SQUARE STORM SEWER SQUARE YARD STATION STANDARD STEEL STRUCTURAL SYMMETRICAL TOP AND BOTTOM TOP OF BACK CURB TOP OF CURB TOP OF FOOTING ELECTRIC TRANSFORMERTOP OF CONCRETE TOPOGRAPHY

TOP OF SLAB TOP OF RAMP

TOP OF STEP TOP OF WALL TYPICAL VARIES VERTICAL VEHICLE VOLUME WITH WITHOUT WEIGHT WELDED WIRE FABRIC YARD AT

MD MAIN DISCONNECT SWITCH

TABLE OF ABBREVIATIONS

TREE PRESERVATION PLANTING NOTES1. All trees to be preserved as indicated on the Landscape Demolition Plan shall be protected by 6' main link

fence. The fence shall be located at a 5 ft. radius from the edge of the trunk. The fence shall be firmlyanchored into the ground and shall remain upright and intact until all construction activity is complete.Construction activities or storage shall not occur within these protected areas. The Contractor shall stakethe protective fencing location. The location of the protective fencing shall be approved onsite by theLandscape Architect prior to the start of any site work.

2. When excavation near a tree to be protected must be carried out, damage can be limited by root pruning.Root pruning shall be completed before grading is started and shall occur beneath the protective fencingas shown on the plan.

3. Root pruning shall be performed, when required, with a trencher such as a telephone cable puller or a"Ditch Witch" prior to adjacent excavation. The trenching shall be to a minimum depth of 24" or the depthof excavation. The contractor shall stake the limit of root pruning as per the plan. Limits of trenchingshall be approved by the Landscape Architect prior to any trenching in the field. Do not trench forirrigation or electrical within drip lines of existing trees. Coordinate all trenching required for utility workwith the landscape plans.

4. The best method to avoid soil compaction is to KEEP OFF. This includes restricting all traffic bothvehicular and pedestrian from crossing over the root zones, and restricting even temporary materialstorage under trees.

1. Items shall remain unless designated for removal. Remove designated items shown on the plan to the full depth of their construction unless otherwise noted.

2. Verify the location and dimension of items to be removed prior to commencement of the work.

3. Alll concrete and asphalt removal shall be saw cut. Edges of material to remain shall be shored upand protected during construction to preserve edge intact. Repairs to damaged edges to be donewith care and at no cost to the owner.

4. Items encountered below grade and not shown on the drawings shall be brought to the attention of the Landscape Architect.

5. Salvage existing materials as indicated on the plans. Remove salvaged materials as indicated withcare and store on site; clean all debris and construction material from salvaged items; reuse asdirected by landscape architect.

6. Remove demolished materials from site. Disposal by burning and/or burying is prohibited.

7. Contact the local underground service update for utility location and identification prior todemolition.

8. The location of existing utilities as shown on the plans may vary in relation to actual existingconditions; additional utilities not shown on the drawings may exist. Verify in the field the datashown, and call any discrepancies to the attention of the Landscape Architect or SiteRepresentative before starting work.

SITE DEMOLITION NOTES

LANDSCAPEGENERAL NOTES

L0.01

LIMIT O

F WO

RK

LIMIT OF WORK

LIMIT

OF WORK

SITE DEMOLITION LIMIT OF WORK

SITE DEMOLITION LIMIT OF WORK

0'SCALE: 1" = 20'-0"

1" = 20'10' 20' 40' 60'

1

SITE DEMOLITION KEYED NOTES

LIMIT OF WORK

SITE DEMOLITION LEGEND

EXISTING CHAIN LINK FENCE

REMOVE ASPHALT PAVING AND ADJACENT HEADER CURB TO FULL DEPTH OFCONSTRUCTION

SALVAGE REUSABLE SITE FURNITURE ITEMS WITH CARE AS DIRECTED BY OWNER.

REMOVE CONCRETE PAVING AT SCORE JOINTS WITH CARE; REMOVE EXISTING DRAININLETS TO FULL DEPTH OF CONSTRUCTION.

PRESERVE AND PROTECT EXISTING STRUCTURE TO REMAIN, TYP.

REMOVE EXISTING FENCING AS INDICATED TO FULL DEPT H OF CONSTRUCTION.

REMOVE EXISTING PLANT MATERIAL; GRIND TREE STUMPS DOWN TO 6" BELOW FINISHGRADE; REVIEW WITH LANDSCAPE ARCHITECT PRIOR TO REMOVAL.

PRESERVE AND PROTECT EXISTING TREES TO REMAIN; SITE CLEARING WITHIN TREEDRIPLINE SHOULD BE PERFORMED WITH CARE TO PROTECT EXISTING TREE ROOTSTRUCTURE.

REFER TO ARCHITECTURE DEMOLITION DRAWINGS FOR EXTENT OF EXISTING BUILDINGDEMOLITION AND EXTENT OF DEMOLITION FOR NEW BUILDING ADDITION.

SEE CIVIL DRAWINGS FOR EXTENT OF DEMOLITION FOR NEW PARKING LOT AND ENTRY

LIMIT OF WORK, SITE DEMOLITION

2

3

4

5

6

7

8

KEY PLAN NTS

NEW ADDITION LIMITS

ASPHALT REMOVAL

CONCRETE PAVING REMOVAL

FENCE DEMOLITION

PLANT REMOVAL

4

7

SITE CLEARING

LANDSCAPEDEMOLITION PLAN

L0.02

TREE PROTECTION FENCE2 TYP8

8

4

1

4

4

5

6

3

4

1

2 TYP

9

9

LIMIT O

F WO

RK

LIMIT OF WORK

SOUTH MEADOWS ROAD

LIM

IT O

F W

OR

K

LIMIT

OF WORK

6'-0"

SQU

ARE,

TYP.20'-0"

SHEET 2 / L1.02SHEET L1.01


3'-0"

5'-0

"

10'-0"

20'-0

"

13'-0" 23'-5"3'-0"

12'-0

"

48'-11"

101.0°

141.5°

24'-0

"8'

-0"

92'-0

"

92'-0" 82'-1" 10'-0"VIF

8'-0"

14'-10" VIF

19'-8"8'-0"

55'-0"

8'-0"

5'-0"

9'-6"

R59'-8

"

R28'-2"

21'-5"

R36'-0

"

26'-11"

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

X

X

X

X

X

X

X

X

23'-1

1"

59'-8" 11'-11"

93'-8"

42'-7

"

78'-8"

18'-0

"

22'-8

"

6'-0

"

R25'-0"

109.5°

66'-4"

11'-11"

10'-0

"7'-

6"

10'-3"6'-8"

7'-11"

20'-0"

5'-5"

VIF

6'-7"

10'-8

"

6'-9"

26'-0"

12'-7" 56'-6" 15'-8" 39'-0"

6'

9'-10"

2'-6"

2'

20'-0"

20'-0

"C

LEA

R

8"

82'-0"VIF

8'-0"

3'-6

"

12" C

LEAR

66'-0"

3'-0"

12'-0

"12

'-0"

16'-0"

3'-0"

2'-6" TYP

2'-6"TYP

4"

6'-2"

VIF

32'-2"

17'-3

"

93.1°

0'SCALE: 1" = 20'-0"

1" = 20'10' 20' 40' 60'

1

MATERIALS + LAYOUT KEYED NOTES

MATCHLINE

MATERIAL LEGEND

CRUSHER FINES PAVING


BENCH

BICYCLE RACK

CONCRETE PAVING

SET NEW PAVING FLUSH WITH EXISTING ADJACENT PAVING.

EXPANSION JOINT AND CONTROL JOINT LAYOUT IS DIAGRAMMATIC AND FOR PRICINGPURPOSES ONLY. CONTRACTOR TO VERIFY JOINT LAYOUT IN FIELD WITH LANDSCAPEARCHITECT PRIOR TO CONSTRUCTION.

CONTRACTOR TO STAKE CONCRETE PAVING AND CURBS IN FIELD AND REVIEW WITHLANDSCAPE ARCHITECT PRIOR TO SETTING FORMWORK.

PRESERVE AND PROTECT EXISTING SITE ELEMENTS TO REMAIN.

CENTER DRAIN OR COBBLE AREA ON DOWNSPOUT OR CANALE, TYP.

PLAYGROUND AREA, NIC; CONTRACTOR TO COORDINATE INSTALLATION OFPLAYGROUND EQUIPMENT AND WOOD CHIPS WITH DISTRICT PLAYGROUND INSTALLER;SUBGRADE TO BE 16" BELOW ADJACENT TOP OF CURB OR SIDEWALK IN THIS AREA.CONFIRM LOCATIONS OF SUBGRADE UTILITIES PRIOR TO LOCATING PLAY EQUIPMENT.

BASKETBALL STRIPING AND HOOPS, NIC. CONTRACTOR TO COORDINATE EQUIPMENTINSTALLATION WITH DISTRICT PLAYGROUND INSTALLER.

COORDINATE FINAL LOCATION OF SITE FURNISHINGS IN FIELD WITH LANDSCAPEARCHITECT AND SCHOOL PRINICPAL.

CONFIRM EXTENTS OF FINISH MATERIAL IN FIELD WITH LANDSCAPE ARCHITECT

PROVIDE WATER PROOFING AND REPAIR WORK TO EXISTING STRUCTURE AS DIRECTEDBY ARCHITECT.

SITE WALL; SEE ARCHITECTURAL PLANS FOR DETAILS; CONFIRM LAYOUT PRIOR TOCONSTRUCTION.

PLAYGROUND ENCLOSURE; SEE ARCHITECTURAL DRAWINGS FOR FENCE AND GATEDETAILS, TYP

SEE INSET DIMENSION DRAWING TO RIGHT FOR CURVED SITE ELEMENT LAYOUT.LAYOUT DIMENSIONED TO OUTSIDE OF CURVED CENTERLINE. CURVES TO BE SMOOTH;CONFIRM LAYOUT IN FIELD WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.

NEW CHANLINK FENCE AND DOUBLE LEAF PED/VEHICULAR ACCESS GATE; MATCHEXISTING FENCE IN TYPE AND HEIGHT. CONFIRM GATE DETAILS WITH LANDSCAPEARCHITECT.

NEW PEDESTRIAN ACCESS RAMP; SEE CIVIL DRAWINGS FOR LAYOUT AND DETAILS.

NEW DROP-OFF AND INTERIOR ROADWAY; SEE ARCHITECTURAL SITE PLAN FOR LAYOUTINFORMATION AND DETAILS.

GRAVEL MULCH

COTTON BURR MULCH

TRASH RECEPTACLE

CATCH BASIN

CRUSHER FINES MULCH

COBBLE

ENGINEERED WOOD FIBER, NIC

METAL FENCE

2

3

4

5

6

7

8

9

KEY PLAN NTS

10

11

WATER METER

HOSE BIB

WATER FOUNTAIN

PICNIC BENCH

SAND

LANDSCAPELAYOUT + MATERIALSPLAN

L1.01

1L2.01

LIMIT OF WORK

TYP

1L2.01

TYP

3

3

5L2.01

2L4.01

4

4 4

TYP4

TYP4

2L4.01

4L2.01

TYP2

TYP

2L4.01 TYP

1L2.01 TYP

3L2.01 TYP

5L2.01

6

6

11L2.01 3

5

12L2.01

TYP

TYP8

11

97 TYP

4L4.01 TYP

8L2.01

2L2.01

12

11

10

7L201

2L4.01

13L2.01

TYP

5L2.01

9L2.01

2L2.01

8

11

11

12

13

3

4

TYP3

13

1

415

1

14

TYP TYP

8L2.01

TYP16

15

1L2.02 TYP

2L2.02 TYP

3L2.02 TYP

TYP1

14

15

16

5TYP

LIMIT OF WORK

LIMIT O

F WO

RK

SOUTH MEADOWS ROAD

4'-0"TYP

4'-0" TYP

4'-0"SHEET 1 / L1.02SHEET L1.01

SHEET 1 / L1.02SHEET 2 / L1.02

7'-11"

29'-8

"

19'-6"

7'-8"3'-10"

12'-0"

12'-0"

12'-0

"

16'-0

"12

'-0"

4'

12'-0"

4'-0"

2'

4'-0"

8'-0"

12'-0

"12

'-0"

16'-0"


SHEET 1 / L1.02SHEET 2 / L1.02

10'-0

"7'-

6"

10'-3"6'-8"

7'-11"

20'-0"

29'-8

"

19'-6"

7'-8"3'-10"

12'-0"

12'-0"

12'-0

"

16'-0

"12

'-0"

4'

12'-0"

4'-0"

2'

5'-5"

VIF

6'-7"

10'-8

"

6'-9"

26'-0"

12'-7" 56'-6" 15'-8" 39'-0"

4'-0"

8'-0"

3'-0"

12'-0

"12

'-0"

16'-0"

3'-0"

2'-6" TYP

2'-6"TYP

6'-2"

VIF

32'-2"

17'-3

"

0'SCALE: 1" = 20'-0"

10' 20' 40' 60'

1

MATERIALS + LAYOUT KEYED NOTES

MATERIAL LEGEND

CENTER COBBLE AREA ON DOWNSPOUT, CURB CUT, OR CANALE,TYP.

PROVIDE WATERPROOFING AND REPAIR WORK TO EXISTINGSTRUCTURE AS DIRECTED BY ARCHITECT.

SEE CIVIL DRAWINGS FOR PARKING LOT LAYOUT, GRADING, ANDDETAIL INFORMATION.

PRESERVE AND PROTECT EXISTING SITE ELEMENTS TO REMAIN.

SITE FURNITURE; FINAL LOCATION TO BE DETERMINED IN FIELDWITH LANDSCAPE ARCHITECT AND PRINCIPAL.

RAISED GARDEN BED; 4' X ' 12', TYP.

SEE CIVIL DRAWINGS FOR STORM DRAIN, INLETS, PIPINGLOCATIONS, AND DETAILS.

SEE ARCHITECTURAL DRAWINGS FOR WALL DETAILS, TYP.

TYP

12L2.01

2

3

KEY PLAN NTS

1

2L4.01

TYP

TYP

2L4.01

4

3 TYP

LIMIT OF WORK


CONCRETE PAVING RIVER ROCK

COTTON BURR MULCH

SIDEWALK CULVERT (EXISTING)

COBBLE

4

4 TYP

1" = 20'SCALE:

PARKING LOT AND FRONT ENTRY1L1 02 1" = 20'-0" PLAN

SCALE:

COURTYARD2L1 02 1" = 20'-0" PLAN

5

6

7

2 TYP

WATER METER

HOSE BIB

1L2.01

12L2.01

1 TYP

2L4.01

TYP

TYP

MATCHLINE

5L2.02

6

TYP

GRAVEL MULCH CRUSHER FINES PAVING

10L2.01

1

4L2.01

5L2.01

3L2.01

1L4.01

7

TYP

2

5L2.01

TYP

TYP

TYP

TYP 7

5

8

48 8

8

7 TYP

8

LANDSCAPELAYOUT + MATERIALSPLAN

L1.02

3 TYP

TYP 5

9L2.02

13L2.01

7L2.01

10L2.01

METAL EDGING

1 TYP

2L2.01

DRAIN INLET

TYP

TYP

SCALE:

CONCRETE TURN DOWN EDGE2L2 01 1" = 1'-0" SECTION

Xref .\xrefs\do-111-titleblock.dwg

1'-0" COMPACTED SUBGRADE

4-6" COMPACTED SANDYGRAVEL BASE COURSE

CRUSHER FINES,COLOR TO BE DETERMINED BYLANDSCAPE ARCHITECT

NOTES:SEE PLANS FOR JOINT SPACING.EXPANSION JOINTS-20'-0" O.C MAX.EXPANSION JOINTS INSTALLED BETWEEN ALLRIGID SURFACES SUCH AS WALLS, PAVING,CURBS, BOULDERS, ETC.

12"

INSTALL 12" BITUMINOUS EXPANSIONJOINT. RECESS 14" VERTICALLY

INSTALL SIKA-FLEX POLYMER SEALANTOR APPROVED EQUAL

12" EXPANSION MATERIAL. SEE

DETAIL ABOVE.

CONCRETE PAVING



AGGREGATE BASE COURSE,6" STANDARD DEPTH.

6" X 6" X W1.4 X W1.4 MESH

BROOM FINISH

CONTROL JOINT

3000 PSI CONCRETESEE PLAN FOR COLOR

EXPANSION JOINT

SAWCUT CONTROL JOINT3/8" WIDE X QUARTER OF SLABDEPTH. SEE LAYOUT PLANS FORLOCATIONS.

6"

LIGHT BROOM FINISH, TYP.

1/2" RADIUS, TYP.

12" DEPTH ENGINEEREDWOOD FIBER, NIC.

CONT. CONCRETE TURN DOWN,SEE LAYOUT PLAN FOR JOINTING

2-#4 REBAR HORIZONTAL CONT.

COMPACTED SUBGRADE

CONCRETE PAVING

VARIES

LIGHT BROOM FINISH

1/2" RADIUS, TYP. BOTH SIDES

12" DEPTH ENGINEERED WOODFIBER, NIC.

CONT. CONCRETE CURB

2 - #4 REBAR CONT

COMPACTED SUBGRADE

FINISH SURFACE, SEE PLANS.

IF METAL FENCE IS MOUNTED TOCURB, THAN WIDTH IS 8 INCHES.ALL OTHER CASES, CURB WIDTH IS6 INCHES

SCALE:

CONCRETE PAVING1L2 01 1" = 1'-0" SECTION

SCALE:

CONCRETE HEADER CURB8L2 01 1" = 1'-0" SECTION

SCALE:

CONTROL JOINT3L2 01 1 1/2" = 1'-0" SECTION SCALE:

EXPANSION JOINT4L2 01 1" = 1'-0" SECTION

SCALE:

CRUSHER FINES PAVING5L2 01 1" = 1'-0" SECTION

2'-6" MINIMUMREFER TO PLAN

5-12" DIAMETER ANGULARROCK, TAN IN COLOR

SUBGRADE

FINISH MATERIAL,SEE PLANS

SCALE:

PUMICE WICK12L2 01 1 1/2" = 1'-0" SECTION

SCALE:

COBBLE SWALE14L2 01 1" = 1'-0" SECTION

PUMICE FILL

SOIL FILL OVER PUMICE

COMPACTED SUBGRADE

4" PERFORATED PIPE

24"

FILTER FABRIC, WRAPAROUND PUMICE WICK

NOTES:SLOPE PIPE MIN. OF 1%.

UNDISTURBED SUBGRADE

FINISH MATERIAL, SEEPLANS

SCALE:

CONCRETE MOW CURB7L2 01 1" = 1'-0" SECTION

6"

LIGHT BROOM FINISH

1/2" RADIUS, TYP. BOTH SIDES

MULCH, SEE PLANS

CONT. CONCRETE CURB

2 - #4 REBAR CONT

COMPACTED SUBGRADE

FINISH SURFACE, SEE PLANS.

PLANTER FILL MATERIAL, SEESPECIFICATIONS

FLUSH

-

1'-0" COMPACTED SUBGRADETO 95% STANDARD PROCTOR

4-6" COMPACTED SANDYGRAVEL BASE COURSE

WASHED ANGULAR GRAVEL,COLOR TO BE DETERMINED BYLANDSCAPE ARCHITECT

SCALE:

GRAVEL PAVING6L2 01 1" = 1'-0" SECTION

LANDSCAPESITE DETAILS

L2.01


FILTER FABRIC

1'-6" DEEP CLEAN MASONRYSAND.HOLD SAND AT LEAST4" BELOW TOP OF FINISHEDSURFACE

1/2" RADIUS TOP EDGES, TYP.

4000 PSI CONCRETEHEADER CURB#4 REBAR HORIZ @ 16" OC#4 REBAR VERT @ 8" OC

FINISH SURFACE; SEE PLANS

SCALE:

SAND PLAY AREA - EDGE9L2 01 3/4" = 1'-0"

4'

EDGE TRIM ON ALLEXPOSED EDGES

FINISH GRADE

MOUNTING CLIP, TYP

END OF WALL

WINDOW

OPENING

ALIGN

WELDED WIRE MESHPANEL; WALL MOUNTED

WALL BEYOND

WALL BEYOND

SCALE:

VINE TRELLIS10L2 01 1/2" = 1'-0" ELEVATION

1'8" VIF

SCALE:

AREA DRAIN 11L2 01 3/4" = 1'-0" SECTION

SCALE:

METAL EDGING13L2 01 1" = 1'-0"

STAKE

METAL EDGING, PLACED1

4" ABOVE FINISH GRADE

SEE PLAN FOR SURFACEMATERIAL

SEE PLAN FOR SURFACEMATERIAL

SECTION

1/4"x5" DEEP, DARK BROWNMETAL EDGING WITH 1'-4"STAKES 2'-0" O.C.

1'-4" STAKES

FLUSH OVERLAP JOINTASSEMBLY

ELEVATION

NOTES:PROVIDE CORNER PIECES AND SPLICES AS REQUIRED FORCOMPLETE INSTALLATION. MANUFACTURE DURAEDGE ORCOL-MET COLOR:DARK BROWN.

Xref .\xrefs\do-111-titleblock.dwg

1'-6"

1'-0" DIA

METAL LOOP BIKE RACK


3000 PSI CONCRETEFOOTING, TYP.

FINISH SURFACE; SEE PLANS

NOTE:INSTALL PER MANUFACTURER'SSPECIFICATIONS.

NOTE: INSTALL PERMANUFACTURER'SSPECIFICATIONS.

2'-2"

SECTION

2" 2"

ELEVATION

2'-4" 4" 5'-8" 4"

CENTER BENCH FOOTINGS ONCONCRETE STRIP, SPOT WELDCONNECTIONS.

CONCRETE STRIP

.

CRUSHER FINES PAVINGFLUSH

SCALE:

BICYCLE RACK2L2 02 3/4" = 1'-0" SECTION SCALE:

BENCH3L2 02 1" = 1'-0"

NOTE: INSTALL PERMANUFACTURER'SSPECIFICATIONS.

1' DIA.

TRASH RECEPTACLE


3000 PSI CONCRETEFOOTING, TYP.

FINISH SURFACE, SEE PLANS

SCALE:

TRASH RECEPTACLE1L2 02 3/4" = 1'-0" SECTION

-

LANDSCAPESITE DETAILS

L2.02

SCALE:

SHADE STRUCTURE4L2 02 1/4" = 1'-0" SECTION

32'

8' 8' 8' 8'

3.125% SLOPE

NOTES:1. RAMADA MATERIALS TO MEET

STRUCTURAL REQUIREMENTS.2. PROVIDE SHOP DRAWINGS FOR

APPROVAL PRIOR TOINSTALLATION.

3. FINAL ROOF MATERIAL ANDCOLOR TO BE REVIEWED ANDAPPROVED BY LANDSCAPEARCHITECT.

4. ALL JOINTS TO BE WELDED INFIELD.

5. ALL STEEL SHOULD BE PRIMEDAND PAINTED; COLOR TBD.

COMPACTED SUBGRADE

HSS 4" x 4" x 3/16" GA.SQUARE STEEL TUBING

HSS 2" x 8" x 3/16" GA.SQUARE STEEL TUBING

GALVANIZED CORRUGATED ROOFING1" DEEP x 26 GA. 2' x 12' SALVAGEDPANELS

ATTACH PANELS WITH #10 SELFDRILLING HEX HEAD SCREWSWITH RUBBER GASKETS @ 8" O.C.TO SUPPORTS

FINISH GRADE

COBBLE SWALE, TYP;REFER TO DETAIL 14/L201.LOCATE ALONG ENTIRELENGTH OF EDGE OF SHADESTRUCTURE.

HSS 1 1/4" x 1 1/4"x 1/4" GA. SQUARESTEEL TUBING

316"

CAPPL

316"

(8/L2.02)

1'-6"MAX


3'-0"8"

INSTALL GUTTER SECTIONOVER WALKWAY AREAS.

1'-6"

SCALE:

SHADE STRUCTURE5L2 02 3/16" = 1'-0" PLAN SCALE:

BEAM TO COLUMN CONNECTION7L2 02 3/4" = 1'-0" SECTIONSCALE:

BEAM TO JOIST CONNECTION6L2 02 3/4" = 1'-0" SECTION

SCALE:

FOOTING DETAIL, TYP.8L2 02 3/4" = 1'-0" SCALE:

PLANTER BED9L2 02 VARIES


2"x8" WOOD, CEDAR, TYP.

CORNER SUPPORT BEYOND, SEEDETAIL C; GRIND TOP EXPOSEDEDGE SMOOTH.

FILL PLANTER BEDS WITHPOTTING SOIL, 20" DEPTH

SCALE: 1" = 1'-0" SECTION

A

A

SECTION

B

SECTION

PLAN VIEW NTS

WIDTH (W)

PLANTER DIMENSIONSTYPE L W

1VSI

12' 4' 6'

FASTEN BOARDS FROM INSIDE@ 16" OC W/ WOOD SCREWS.

GRIND / SAND TOP EDGESSMOOTH,

FINISH GRADE

STEEL FRAME, TYP; PRIME ANDPAINT, COLOR TBD.

SCALE: 1" = 1'-0" ELEVATIONC

34"3

4" 34"

SCALE: 1" = 2'-0" PLAN

3"x3"x14" STEEL ANGLE, PRIME

AND PAINT; COLOR, TBD.

#14 WOOD SCREW, 115" LENGTH,

STAINLESS STEEL; COUNTERSINK

2"x2"x14" STEEL ANGLES,

CONTINUOUS WELD, BOTHSIDES; GRIND SMOOTH. PRIMEAND PAINT; COLOR TBD.

B

34"

LIMIT O

F WO

RK

LIMIT OF WORK

SOUTH MEADOWS ROAD

LIM

IT O

F W

OR

K

LIMIT

OF WORK



ADD ALT #6

0'SCALE: 1" = 20'-0"

60'40'20'10'

1

PLANTING KEYED NOTES

PLANTING LEGEND

ALIGN TREE TRUNK WITH CENTERLINE OF DOWNSPOUT OR CANALE, TYP.

FINAL PLACEMENT OF EVERGREEN TREES IN BASE BID TO BE DETERMINED IN FIELD BYLANDSCAPE ARCHITECT BASED ON BEST LOCATION FOR WIND BREAK.

RESEED AREA OF DISTURBANCE DUE TO CONSTRUCTION ACTIVITIES; VERIFY EXTENTOF RESEEDING WITH LANDSCAPE ARCHITECT.

VERIFY FINAL LOCATION OF PLANT MATERIAL IN FIELD WITH LANDSCAPE ARCHITECTPRIOR TO DIGGING HOLES AND SETTING PLANTS.

PROPOSED TREE

PROPOSED SHRUB

PROPOSED GRASSES

RESEEDING AREA

LIMIT OF WORK

6-PN

KEY PLAN NTS

1" = 20'1" = 20'

4-UA

4-UT

7-MS3-PN1-UC1-UC

6-Rg

PLANT LISTABBR. BOTANICAL NAME COMMON NAME QTY. SIZE COMMENTS

DECIDUOUS TREES

SHRUBSBd Buddleja davidii 'White Profusion' White Butterfly Bush 7 5 galRg Rhus aromatica 'Gro-Low' Grow-Low Sumac 6 5 gal -

CO Celtis occidentalis Western Hackberry 8 212" - 3" cal match trees for size

FP Fraxinus pennsylvanica 'Patmore' Patmore Ash 12 212" - 3" cal. -

MF Malus ' Pink Perfection' Pink Perfection Flowering Crabapple 1 2" cal. match trees for sizeMS Malus 'Spring Snow' Spring Snow Crabapple 7 2" - 21

4" cal. match trees for sizeUA Ulmus hybrid 'Accolade' Elm, Accolade 4 3" - 31

2" cal match trees for sizeUC Ulmus hybrid 'Accolade' Accolade Elm 11 21

2" - 3" cal. match trees for sizeUT Ulmus 'Morton Glossy' Triumph Elm 4 21

2" - 3" cal. match trees for size

EVERGREEN TREESPN Pinus nigra Austrian Pine 13 8 ft. match trees for size

9L4.01

TYP

2

2

LANDSCAPEPLANTING PLAN

L3.01

MATCHLINE

3

9L4.01

TYP

8L4.01

TYP

4 TYP

3

4

3-PN7-Bd4-FP

4-FP

6-CO

4-FP6-UC

2-CO

3-UC

LIMIT OF WORK

LIMIT O

F WO

RK

SOUTH MEADOWS ROAD

SEE SHEET 1/ L3.02SEE SHEET 2/ L3.02


SHEET 1 / L3.01

SHEET 2 / L3.02

ADD ALT #6

ADD ALT #6

SEE SHEET 1/ L3.02SEE SHEET 2/ L3.02


SHEET 1 / L3.01

SHEET 2 / L3.02

ADD ALT #6

ADD ALT #6

ADD ALT #6

0'SCALE: 1" = 20'-0"

60'40'20'10'

1

PLANTING KEYED NOTES

PLANTING LEGEND

ALIGN TREE TRUNK WITH CENTERLINE OF DOWNSPOUT, CANALE, TYP.

VERIFY FINAL LOCATION OF PLANT MATERIALS IN FIELD WITHLANDSCAPE ARCHITECT.

RAKE BACK EXISTING SURFACE MATERIAL TO INSTALL PLANTMATERIAL AND RESTORE TO ORIGINAL CONDITION.

RESEED AREA OF DISTURBANCE DUE TO CONSTRUCTION ACTIVITIES;VERIFY EXTENT OF RESEEDING WITH LANDSCAPE ARCHITECT.

REPLANT SALVAGED LILIES AND BULBS IN THIS LOCATION OR ASDIRECTED BY LANDSCAPE ARCHITECT.

INSTALL APPROVED GROWING MEDIUM IN PLANTER BOXES.

PROPOSED TREE

PROPOSED SHRUB

PROPOSED GRASSES

PLANT LIST ABBR. BOTANICAL NAME COMMON NAME QTY. SIZE

DECIDUOUS TREES

SHRUBS

Aa Amelanchier atrifolia Serviceberry 9 10' heightAf Artemisia filifolia Sand Sage 40 5 galBd Buddleja davidii 'White Profusion' White Butterfly Bush 13 5 galCi Cornus sericea 'Isanti' Dogwood, Isanti 38 5 galCl Ceratoides lanata Winterfat 32 5 galCm Chamaebatiaria millefolium Fernbush 3 5 galCn Cercocarpus ledifolius intricatus Littleleaf Mountain Mahogany 6 5 galCs Cytisus scoparius 'Spanish Gold' Broom, Spanish Gold 9 5 galFn Forestiera neomexicana New Mexican Privet 3 12' heightFp Fallugia paradoxa Apache Plume 15 5 galJs Juniperus sabina 'Scandia' Scandia Juniper 8 5 galPv Prunus virginiana melanocarpa Chokecherry 4 10' heightRa Ribes aureum Golden Currant 15 5 galRg Rhus aromatica 'Gro-Low' Grow-Low Sumac 8 5 gal -Rl Ribes leptanthum Trumpet Gooseberry 10 5 galSa Shephardia argentea Silver Buffaloberry 4 10' heightSp Salix purpurea nana Artic Willow 19 5 gal

CC Cercis canadensis Easatern Redbud 4 2" cal. match trees for sizeCO Celtis occidentalis Western Hackberry 4 21

2" - 3" cal match trees for sizeMP Malus 'Prairifire' Prairifire Crabapple 6 2" - 2 1/4" cal.SM Salix matsudana 'Navajo' Willow, Globe 1 2 1/2" - 3" calUA Ulmus parvifolia 'Emer II' Allee Elm 15 2 1/2" - 3" cal.UF Ulmus 'Frontier' Frontier Elm 10 2 1/2" - 3" cal.UT Ulmus 'Morton Glossy' Triumph Elm 11 2 1/2" - 3" cal.

LIMIT OF WORK

11-UT

KEY PLAN NTS

1" = 20'1" = 20'

PERENNIALS / VINESag Andropogon gerardii Big Bluestem 21 1 gal -hp Hesperaloe parviflora Red Yucca 15 1 gall Lonicera sempervirens 'Major Wheeler' Trumpet Honeysuckle 16 1 galms Miscanthus sinesis 'Morning Light' Maiden Grass 'Morning Light' 29 5 galpa Perovskia atriplicifolia Russian Sage 6 1 gal.ss Schizachyrium scoparium Little Bluestem 35 1 gal -

3-MP

2-ms

1-SM

6-UF

4-Ci

4-ms

4-Sp

4-Sp

4-Ci

1-ms

4-UF

4-Ci

1-ms

5-ms

4-Sp

SCALE:

PARKING LOT AND FRONT ENTRY1L3 02 1" = 20'-0" PLAN

2

3

4

19-Af

16-Cl

18-Af16-Cl

3-Cm2-Af

15-hp

3-Cn3-Fn

3-Cn

5-Fp

1-Af

4-Fp

6-Fp

6-Bd

LANDSCAPEPLANTING PLAN

L3.02

5

RESEEDING AREA

MATCHLINE

3 TYP

2 TYP

1 TYP

8L4.01

TYP

5L4.01

TYP

2 TYP

6L4.01

SCALE:

COURTYARD2L3 02 1" = 20'-0" PLAN

5

4

10-UA

3-Bd

3-Fn4-Sa4-Pv

9-Ra

10-Rl9-Aa

25-sa

4-ms5-Ci

4-CC8-ms

2-UA

5-ag

6-Rg2-UA

5-Sp 1-UA21-Ci

8-l

8-l

1-ms10-sa15-ag

8-Ja6-Ra4-Bd3-ms6-Pa

3-MP

9-Cs

2 TYP

7L4.01

TYP

8L4.01

TYP

5L4.01

TYP

5

6

6

TYP

4-CO

FINISH GRADE


OTES:. SET PLANTS SO THAT THE TOP OF ROOT SYSTEM IS

RAISED 1" ABOVE EXISTING GRADE OF SOIL (ALLOW FOR SETTLING OF EXCAVATED SOIL)

BEFORE PLANTING, BIODEGRADABLE POTSSHALL BE SLIT IN THREE PLACES ANDNON-BIODEGRADABLE POTS SHALL BEREMOVED. (SCARIFY THE BOTTOM OF THEROOTBALL).

ROTOTILL PLANTING BED SOIL TO A DEPTHOF 6-8". SPREAD 2" OF COMPOST OVER BEDAND ROTOTILL INTO SOIL. DEPTH VARIESACCORDING TO CONTAINER SIZE.

ROOTBALL SLITS

GROUND COVER OR PERENNIALS

BACKFILL WITH EXCAVATED MATERIALOR AS PER SPECIFICATIONS

TWICE WIDTH OFROOTBALL MIN.

UNDISTURBED EXISTING SUBGRADE

BACKFILL AS PER SPECIFICATIONS

LOOSEN HAIR ROOTS BY LIGHTLYSCRATCHING SIDES OF ROOTBALLBEFORE PLANTING

MULCH TO BE 4" DEPTH, EXCEPT OVETHE ROOTBALL WHERE THE MULCH ISBE 1/2" DEPTHPECAN HULL MULCH

FINISH GRADE

3 TIMESROOTBALL

FACE OF WALL

SPREAD ON TRELLIS AND SECUREWITH ANCHORS

REMOVE NURSERY STAKE

SET ROOTBALL TIGHT TO FOOTING,REMOVE ANY EXCESS TRASH,CONCRETE AT PLANTING HOLE

MULCH

COMPACTED SUBGRADE

REMOVE SOIL TO SUFFICIENTDEPTH BELOW ADJACENTPAVING AND WALLS TO ALLOWPROPER DEPTH OF MULCHINSTALLATION.

3" DEPTH GRAVEL MULCH.COLOR TO BE DETERMINED BYLANDSCAPE ARCHITECT.

FINISH GRADE

SCALE:

GRAVEL MULCH2L4 01 3" = 1'-0" SECTIONSCALE:

WOOD BARK MULCH1L4 01 3" = 1'-0" SECTION SCALE:

COTTON BURR MULCH3L4 01 3" = 1'-0" SECTION

SCALE:

CRUSHER FINES MULCH4L4 01 3" = 1'-0" SECTION SCALE:

SHRUB PLANTING5L4 01 1/2" = 1'-0" SECTION SCALE:

PERENNIAL PLANTING6L4 01 1/2" = 1'-0" SECTION

SCALE:

VINE PLANTING7L4 01 1/2" = 1'-0" SECTION

TREE TO BE SET PLUMB.ALIGN TRUNKS WHENPLANTED IN A LINE.

PREPARE BACKFILL AS PERSPECIFICATIONS


FINISH GRADE

MULCH SEE PLANS; SLOPEGRADE AWAY FROM TRUNK

REMOVE SOIL TO EXPOSEROOT FLARE; PLANT 1"-2"ABOVE FINISH GRADE

REMOVE BASKET ANDBURLAP

3 TIMES WIDTHOF ROOTBALL

CUT AND REMOVE WIRE FROM TOPAND SIDES OF THE ROOTBALL. PEELBACK THE BURLAP TO EXPOSE THETOP 1/3 OF THE ROOTBALL.

MULCH TO DEPTH PER PLAN,EXCEPT OVER THE ROOTBALLWHERE MULCH IS TO BE 1/2" DEPTH

2" SQ. HARDWOOD STAKES, MIN. 8'-0"LONG: PLACE STAKES PARALLEL TOADJACENT WALKS AND BLDGS.EXTEND STAKES TO FIRM BEARINGSAS NEEDED.

TREE TO BE SET PLUMB. ALIGNTRUNKS WHEN PLANTED IN A LINE.

SUBGRADE

BACKFILL, SEE SPECS.


DO NOT CUT LEADER

SET ROOT BALL TOP 2" ABOVEADJACENT FINISH GRADE

2'-0"

FINISH GRADE

SCALE:

TREE PLANTING8L4 01 1/2" = 1'-0" SECTION


GRADE SUBGRADE SMOOTHAND FREE OF DEBRIS. APPLYPRE-EMERGENT HERBICIDE

CRUSHER FINES MULCH;3" DEPTH; SANTA FE BROWN

FINISH GRADE

HOLD MULCH 1" BELOW TOPOF FINISHED SURFACE


GRADE SUBGRADE SMOOTHAND FREE OF DEBRIS.

2" DEPTH COTTON BURR MULCH

FINISH GRADE

HOLD MULCH 2" BELOW TOPOF ADJACENT CURBS,WALKS, HEADERS, ETC.

SCALE:

EVERGREEN TREE PLANTING9L4 01 1/2" = 1'-0" SECTION

-

LANDSCAPEPLANTING DETAILS

L4.01

DETAIL NOT

USED