1230 l001-cover gnotes

L.002GENERAL NOTES

AS NOTED

REVISIONS:

Duplication or reproduction by any means without written consent of Surroundings Studio LLC is a violation of Federal and International law. The information contained on this document is the intellectual property of Surroundings Studio LLC and all rights thereto are Reserved. For exceptions, refer to the Surroundings Studio LLC Contract Provisions.

SANTA FE, NM

9 AUGUST 20161230

JC

60% CONSTRUCTIONDOCUMENTS

SALVADORPEREZ PARK

IMPROVEMENTSCIP #408D

DATE NOTENO

SCALE:DATE: PROJECT:DRAWN BY:

NOT FORCONSTRUCTION

4900 Lang Avenue NEAlbuquerque, NM 87109Phone: (505) 348-4000

Fax: 348-4055

TABLE OF ABBREVIATION MHMINMISCMTDMTLNNICNONOMNTSOCODOPPPARPCPEPERFPEDPIPLPTPVCPVMTPVRQTYRRECEPREFREINFREMREQ'DREVROWRTSSANSCHSDSECSFSHTSISIMSNTSPECSSQSTSYSTASTDSTLSTRLSYMT&BTBDTBCTCTFTHKTOCTOPOTSLTRASTRTSTWTYPVARVERTVEHVOLW/W/OWTWLWWFYD@

MANHOLEMINIMUMMISCELLANEOUSMOUNTEDMETALNORTHNOT IN CONTRACTNUMBERNOMINALNOT TO SCALEON CENTEROUTSIDE DIAMETEROPPOSITEPARALLELPOINT OF CURVATUREPOLYURETHANEPERFORATEDPEDESTRIANPOINT OF INTERSECTIONPROPERTY LINEPOINT, POINT OF TANGENCYPOLYVINYL CHLORIDEPAVEMENTPAVERQUANTITYRADIUSRECEPTACLEREFERENCEREINFORCE(D)REMOVEREQUIREDREVISION, REVISEDRIGHT OF WAYRIGHTSOUTHSANITARYSCHEDULESTORM DRAINSECTIONSQUARE FOOT (FEET)SHEETSTORM INLETSIMILARSEALANTSPECIFICATIONSSQUARESTORM SEWERSQUARE YARDSTATIONSTANDARDSTEELSTRUCTURALSYMMETRICALTOP AND BOTTOMTOP OF BACK CURBTO BE DETERMINEDTOP OF CURBTOP OF FOOTINGTHICKTOP OF CONCRETETOPOGRAPHYTOP OF SLABTRANSFORMERTOP OF RAMPTOP OF STEPTOP OF WALLTYPICALVARIESVERTICALVEHICLEVOLUMEWITHWITHOUTWEIGHTWEIR LEVELWELDED WIRE FABRICYARDAT

APPROXARCHAVGB&BBCBFBLDGBMBOCBRBRGBSBWCALCAPCFCHAMCIPCJCLCLRCMCOCOMPCONCCONSTCONTCONTRCUCYDBLDFDEGDEMODIADIMDTLDWGEEAEJELELECENGEQEQUIPESTE.W.EX.EXPFFFGFINFLFOCFTFTGGAGALGCGENHORIZHPHTIDINVININCLINLIRRJTLINLFLPLTMATLMAXMEMB

APPROXIMATEARCHITECTAVERAGEBALLED AND BURLAPPEDBOTTOM OF CURBBOTTOM OF FOOTINGBUILDINGBENCHMARKBACK OF CURBBOTTOM OF RAMPBEARINGBOTTOM OF STEPBOTTOM OF WALLCALIPERCAPACITYCUBIC FEETCHAMFERCAST IN PLACECONTROL JOINTCENTER LINECLEARANCECENTIMETERCLEAN OUTCOMPACTEDCONCRETECONSTRUCTIONCONTINUOUSCONTRACTORCUBICCUBIC YARDDOUBLEDIRECTION OF FLOWDEGREEDEMOLISH, DEMOLITIONDIAMETERDIMENSIONDETAILDRAWINGEASTEACHEXPANSION JOINTELEVATIONELECTRICALENGINEEREQUALEQUIPMENTESTIMATEEACH WAYEXISTINGEXPANSION, EXPOSEDFINISHED FLOOR ELEVATIONFINISHED GRADEFINISHFLOW LINEFACE OF CURBFOOT (FEET)FOOTINGGAUGEGALVANIZEDGENERAL CONTRACT(OR)GENERALHORIZONTALHIGH POINTHEIGHTINSIDE DIAMETERINVERT ELEVATIONINCH(ES)INCLUDE(D)INLETIRRIGATIONJOINTLINEARLINEAR FEETLOW POINTLIGHTMATERIALMAXIMUMMEMBRANE

GENERAL CONDITIONS NOTES1. SOURCE OF BASE SHEETS IS HIGH DESERT SURVEY AND IS ASSUMED TO BE CORRECT. REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY. 2. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO EXISTING SITE CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO COMMENCING WORK.3. THE CONTRACTOR SHALL ENSURE ADA COMPLIANCE FOR CONSTRUCTION OF ADA FEATURES AND APPURTENANCES (INCLUDING, BUT NOT LIMITED TO, SIDEWALK & CURB RAMP CROSS SLOPES, RAMP SLOPES, LEVEL LANDINGS, ETC) AS DETAILED IN THE PLANS AND IN ACCORDANCE WITH REFERENCED STANDARD DRAWING, SPECIFICATIONS AND ESTABLISHED ADA GUIDELINES AND STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD CHECKING SLOPES AND DIMENSIONS OF ALL FORM WORK FOR COMPLIANCE PRIOR TO INSTALLATION OF CONCRETE. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INSPECT ANY ADA FEATURES AND APPURTENANCES AT ANY TIME BEFORE FINAL COMPLETION OF THE PROJECT AND MAY REQUIRE THE CONTRACTOR TO REMOVE, REPLACE, AND/OR CORRECT ANY WORK AT THE CONTRACTORS EXPENSE THAT IS NOT IN COMPLIANCE, AS DETERMINED BY THE LANDSCAPE ARCHITECT.4. CONTACT LOCAL UNDERGROUND UTILITY SERVICES FOR UTILITY LOCATION AND IDENTIFICATION 48 HOURS PRIOR TO ANY EXCAVATION.5. PERFORM EXCAVATION IN THE VICINITY OF UNDERGROUND UTILITIES WITH CARE AND BY HAND, IF NECESSARY. THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK AND DISRUPTION OR DAMAGE TO UTILITIES SHALL BE REPAIRED IMMEDIATELY AND AT NO EXPENSE TO THE OWNER.6. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS MAY VARY IN RELATION TO ACTUAL EXISTING CONDITIONS; ADDITIONAL UTILITIES NOT SHOWN ON THE DRAWINGS MAY EXIST. VERIFY IN THE FIELD THE DATA SHOWN, AND CALL ANY DISCREPANCIES TO THE ATTENTION OF THE SITE REPRESENTATIVE BEFORE STARTING WORK.7. REQUEST INSPECTION AS REQUIRED IN THE SPECIFICATIONS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK UNLESS OTHERWISE NOTED ON THIS SHEET.

DEMOLITION - SALVAGE - PRESERVATION1. SEE GENERAL CONDITIONS NOTES SHEET L.002.2. SITE FURNISHINGS AND SITE STRUCTURES SHALL REMAIN IN PLACE UNLESS DESIGNATED FOR REMOVAL OR SALVAGE. REMOVE DESIGNATED ITEMS SHOWN ON THE PLAN TO THE FULL DEPTH OF THEIR CONSTRUCTION UNLESS OTHERWISE NOTED. REFER TO CIVIL ENGINEER'S DEMOLITION PLAN. 3. ON TREES DESIGNATED FOR REMOVAL, REMOVE TREE STUMPS 12" BELOW GRADE EXCEPT IN AREAS WHERE NEW TREES ARE TO BE PLACED; IN THIS CONDITION REMOVE STUMP AND ROOTS.4. IN AREAS DESIGNATED AS NATIVE TURF AREAS IN THE DEMOLITION PLAN, FOOT AND VEHICLE TRAFFIC SHOULD BE RESTRICTED DURING DEMOLITION AND CONSTRUCTION TO THE EXTENT POSSIBLE.5. VERIFY THE LOCATION OF ITEMS TO BE REMOVED PRIOR TO COMMENCEMENT OF THE WORK.6. ITEMS ENCOUNTERED BELOW GRADE AND NOT SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.7. EXISTING TREES TO BE REMOVED OR PRESERVED IN PLACE MUST BE VERIFIED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WORK.8. TREE PRESERVATION FENCING IS REPRESENTED WITH A DASHED LINE TO PROTECT WITHIN DRIPLINE WHERE POSSIBLE. 9. REMOVE DEMOLISHED MATERIALS FROM THE SITE. DISPOSE OF MATERIALS TO LEGAL, REGIONAL SOLID WASTE FACILITY. DISPOSAL BY BURNING AND OR BURYING IS PROHIBITIED. 10.STOCKPILE ANY NATIVE TOPSOIL FOR LATER RE-USE IN PROJECT.

LANDSCAPE GRADING AND DRAINAGE1. SEE GENERAL CONDITIONS NOTES ABOVE.2. DEBRIS CREATED BY REMOVAL OPERATIONS BECOME THE PROPERTY OF THE CONTRACTOR AND IS TO BE LEGALLY DISPOSED OF AWAY FROM THE JOB SITE.3. CONFIRM AND REVIEW GRADES WITH LANDSCAPE ARCHITECT IN FIELD PRIOR TO SETTING FORMS.

LAYOUT NOTES1. SEE GENERAL CONDITIONS NOTES SHEET L.002.2. LAYOUT AND VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. BRING DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. DO NOT SCALE 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 THE FIXED SITE IMPROVEMENT. DIMENSIONS TO CENTER LINES IS INDICATED.6. INSTALL INTERSECTING ELEMENTS AT 90 DEGREE ANGLES TO EACH OTHER UNLESS OTHERWISE NOTED.7. EXPANSION JOINTS IN CONCRETE WALKWAYS SHALL BE LOCATED AT THIRTY FEET (30'-0") O.C. MAXIMUM.

PLANTING NOTES1. SEE GENERAL CONDITIONS NOTES SHEET L.002.2. LANDSCAPE ARCHITECT TO REVIEW PLANT MATERIALS AT SOURCE OR BY PHOTOGRAPHS PRIOR TO DIGGING OR SHIPPING OF PLANT MATERIALS.3. PROVIDE MATCHING FORMS AND SIZES FOR PLANT MATERIALS WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE DRAWINGS.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. TREES SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO EXISTING.6. TREES TO BE PLANTED A MINIMUM OF 4 FEET FROM FACE OF BUILDING, OR PAVEMENT, EXCEPT AS APPROVED BY LANDSCAPE ARCHITECT.7. PRUNE NEWLY PLANTED TREES ONLY IF DIRECTED BY LANDSCAPE ARCHITECT.8. ALIGN AND EQUALLY SPACE IN ALL DIRECTIONS SHRUBS AS DESIGNATED PER NOTES AND DRAWINGS.9. FINISH GRADES OF SHRUB AREAS AND LAWNS SHALL BE 1 1/2 INCHES BELOW ADJACENT PAVING OR HEADER.COORDINATE WITH MULCH DEPTH.10.PROVIDE SPECIFIED EDGING AS DIVIDER BETWEEN PLANTING BEDS AND OTHER AREAS.11.CUT AND REMOVE WIRE BASKET, AND BURLAP FROM TOP 1/3 OF TREE ROOT BALL.

IRRIGATION NOTES1. SEE GENERAL CONDITIONS NOTES SHEET L.002.2. CONTRACTOR TO PROVIDE COMPLETE IRRIGATION SYSTEM FOR LANDSCAPE AREAS AS NOTED ON IRRIGATION SHEETS. 3. ALL SLEEVING WORK TO BE COORDINATED WITH PAVING SUB-CONTRACTOR PRIOR TO INSTALLATION OF WALKS AND PAVING.

ADA COMPLIANCE NOTETHE CONTRACTOR SHALL ENSURE ADA COMPLIANCE FOR CONSTRUCTION OF ADA FEATURES AND APPURTENANCES (INCLUDING, BUT NOT LIMITED TO, SIDEWALK & CURB RAMP CROSS SLOPES, RAMP SLOPES, LEVEL LANDINGS, ETC) AS DETAILED IN THE PLANS AND IN ACCORDANCE WITH REFERENCED STANDARD DRAWING, SPECIFICATIONS AND ESTABLISHED ADA GUIDELINES AND STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD CHECKING SLOPES AND DIMENSIONS OF ALL FORM WORK FOR COMPLIANCE PRIOR TO INSTALLATION OF CONCRETE. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INSPECT ANY ADA FEATURES AND APPURTENANCES AT ANY TIME BEFORE FINAL COMPLETION OF THE PROJECT AND MAY REQUIRE THE CONTRACTOR TO REMOVE, REPLACE, AND/OR CORRECT ANY WORK AT THE CONTRACTORS EXPENSE THAT IS NOT IN COMPLIANCE, AS DETERMINED BY THE LANDSCAPE ARCHITECT.

PLANTING DETAIL KEYNOTES 8.1.8.2.8.3.8.4.8.5.

TREE PLANTINGSHRUB PLANTINGPERENNIAL PLANTINGMULCHSOIL PROFILE AT PLANTING BED

L.703L.703L.703L.703L.703

PLANT PALETTE 1ATREES

SYMBOL ID QTY BOTANICAL NAME COMMON NAME SIZE

LE 8 Ulmus parvifolia 'Allee' Allee Lacebark Elm 2 1/2" caliper

TRT 8 Tree Transplant Transplant - Tree varies

SHRUBS


Fb 20 Chamaebatiaria millefolium Fernbush 5 gal

PERENNIALS


PAVEMENTS, CURBS, JOINTS 2.1.2.2.2.3.2.4.2.5.2.6.2.7.2.8.2.9.2.10.2.11.2.12.2.13.2.14.2.15.2.16.

EXPANSION JOINTCONTROL JOINTCRUSHER FINES PAVINGCONCRETE PAVING: PEDESTRIAN GRAYCONCRETE PAVING: PEDESTRIAN COLORCONCRETE PAVING: VEHICULARCONCRETE MOW CURBCONCRETE THICKENED EDGE @ PLAY AREACONCRETE THICKENED EDGE @ LAWNPLAY SURFACE FIBER MULCHPLAY SURFACE: SANDPLAY SURFACE: RUBBERIZEDCOBBLE MULCH: 2-4” DIA.COBBLE MULCH: 4-8” DIA.LANDSCAPE BOULDERS @ PLAY MOUNDSTONE PLATING @ PLAY MOUND

STORMWATER, DRAINAGE 1.1.1.2.1.3.1.4.1.5.

COBBLE SWALECOBBLE SWALE @ LAWNCANALE SPLASH BLOCKACEQUIA FEATUREPEDESTRIAN FOOTBRIDGE @ ACEQUIA

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STAIRS, RAMPS 3.1.3.2.

CONCRETE RAMPCONCRETE STEPS @ PLAY MOUND

STRUCTURES, RAILINGS 4.1.4.2.

METAL HANDRAILMETAL GUARDRAIL

SITE FURNITURE 5.1.5.2.5.3.5.4.5.5.5.6.5.7.5.8.5.9.5.10.5.11.5.12.

BENCHBIKE RACKPICNIC TABLETRASH RECEPTACLEDOGI-POTDRINKING FOUNTAINSHADE STRUCTURE @ PLAY MOUNDSHADE SAIL FOOTINGSALVAGED SHADE STRUCTURE FOOTINGPLAY EQUIPMENT FOOTINGSAND TABLE W/ WATER PUMPGHOST TRAIN SEATING SCULPTURE

WALLS 6.1.6.2.6.3.6.4.6.5.6.6.

CHAIN LINK FENCINGPLAY AREA FENCINGEMERGENCY ACCESS GATECONCRETE SEAT WALL: 24” CONCRETE SITE WALL: 8”DUMPSTER FENCING

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SITE DETAIL KEYNOTES

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LINE LEGEND:

PUEROW

LIMIT OF WORK

MATCHLINEPROPERTYPUEROW

SETBACKCENTERLINEOVERHEADFENCE

LOW

SUBGRADE

AMENDED TOPSOIL

SAND / CRUSHED STONE PAVING

MULCH

AGGREGATE BASE COURSE

COBBLE

GRAVEL

BRICK

CONCRETE

STEEL

STONE

MORTAR

STUCCO/PLASTER

CONCRETE BLOCK

WOOD

DETAILS LEGEND:

TREE PROTECTION FENCING; SEE SPECIFICATIONSFOR REQUIREMENTS.

PROTECT WALL OR OBJECT FROM DAMAGE WITH PROTECTIVE FENCING.

PROTECTION LEGEND

REMOVE TREE; REMOVE STUMP 12" BELOW GRADE EXCEPT IN AREAS WHERE NEW TREES ARE TO BE PLACED: IN THIS CONDITION REMOVE STUMP AND ROOTS

TREE REMOVAL / TRANSPLANT LEGEND

TRTRANSPLANT TREE; TREE TO BE TRANSPLANTED TO A NEW LOCATION ON SITE. TRANSPLANTING TO BE COMPLETED ACCORDING TO SPECIFICATIONS. SITING OF TREE TO BE COORDINATED WITH THE LANDSCAPE ARCHITECT IN THE FIELD.

SEED MIX LEGEND NATIVE GRASS SEED MIX

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

NEW CONTOURS MAJOR

NEW CONTOURS MINOR

NEW DEPRESSION

FINISH FLOOR ELEVATION

TOP OF WALL

BOTTOM OF STEP

TOP OF STEP

TOP OF CURB

FINISH SURFACE

WATER LEVEL

SLOPE

FFE 10.00

TW 10.00

BS 10.00

TS 10.00

TC 10.00

FG 10.00

WL 10.00X%

GRADING LEGEND

PLANT PALETTE 1BTREES

SYMBOL ID QTY BOTANICAL NAMECOMMON NAMESIZE

LE 4Ulmus parvifolia 'Allee'

Allee Lacebark Elm 2 1/2" caliper

TRT 4 Tree Transplant

Transplant - Tree varies

0

SHRUBS


Jb 6Juniperus sabina 'Buffalo'

Buffalo Juniper 5 gal

Rt 11 Rhus trilobata Three Leaf Sumac 5 gal

PERENNIALS








0

SHRUBS





PERENNIALS


PLANT PALETTE 1CTREES


CC 7Prunus virginiana 'Shubert'

Canadian Chokecherry 2" cal

PA 3 Platanus x acerfolia

London Plane Tree 2" cal

PD 5 Populus x acuminata

Lanceleaf Cottonwood 2.5" cal

PL 7Pinus leucodermis 'Mint Truffle'

Mint Truffle Bosnian Pine 6' tall min.

QM 3 Quercus macrocarpa

Chinkapin Oak 2 " cal



UF 5 Ulmus 'Frontier' Frontier Elm 2" cal

SHRUBS


Dk 20Caryopteris x clandonensis 'Dark Knight'

Dark Knight Spirea 5 gal


Fn 12 Forestiera neomexicana

New Mexico Privet 8 ft

Gl 24Rhus armoatica 'Gro-Low'

Gro Low Sumac 5 gal

Jb 13 Juniperus sabina 'Buffalo'


Ma 16 Mahonia aquifolium

Oregon Graph Holly 5 gal

pf 23Potentilla fruticosa davurica 'Prairie Snow'

Prairie Snow Potentilla 5 gal


Sk 10 Amelanchier alnifolia

Saskatoon Serviceberry 5 gal

0

PERENNIALS


nt 39Nassella (Stipa) tenuissima

Silky Thread Grass 1 gal

MATERIALS LEGEND CONCRETE PAVING - GRAY / VEHICULAR

CONCRETE PAVING - GRAY / PEDESTRIAN

CONCRETE WALL/ STEP

CRUSHER FINES - STABILIZED

CRUSHER FINES - COMPACTED

FIBAR STAR PLAY MULCH

RUBBERIZED PLAY SURFACING

PLAY SAND

STONE MOUND

COBBLE MULCH - MIXED GRAY, 4-8" DIA.

WALK-ON BARK MUCLH

NATIVE GRASS SEEDING

TURF GRASS

PLAY AREA FENCE - 6' MAX.

EXPANSION JOINT

CONTROL JOINT

AS NOTED

REVISIONS:


SANTA FE, NM

9 AUGUST 20161230

JC


SALVADORPEREZ PARK


DATE NOTENO


NOT FORCONSTRUCTION


Fax: 348-4055

L.301LAYOUT +

MATERIALS PLAN

20e

20e

20e

20e

S75°41'00"E247.18'

280.

24'

50.54

'

58.1

4'

J

LETRADO STREET

ALTA VISTA STREET

SALVADOR PEREZCOMMUNITY CENTER

LIMIT OF WORK: PHASE 1A

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PLTRPLTR

PLTR

HOT BOX

ENTRY DRIVE

48 PARKING SPACESPROPOSED

IRRIGATION METER

POOL EQUIPMENT

EXISTING LAWNTO REMAIN

INFILTRATIONZONE /

PLANTER

EMERGENCY ACCESS ONLY

INFILTRATION ZONE /PLANTER

NO PARKING ZONE

47 PARKING SPACES:PROPOSED (5 ADA SPACES)


PLANTER

DUMPSTER

OFF LEASH DOG AREA:TO REMAIN

PLANTER

EQUIPMENTACCESS DRIVE

PLANTER

MAIN ENTRY


TRANSFORMER

32 PARKING SPACESEXISTING (3 ADA SPACES)

5'-0"

20'-0"

SHED

147'-7"17'-9"

4'-0"

38'-10"

10'-0"

56'-7"

4'-4"

EMERGENCY EXIT

EMERGENCY EXIT

POOL EXIT

POOL EXIT

EXISTING SIDEWALKTO REMAIN

BASE BID: PHASE 1 - AA



ASPHALT PAVING - PEDESTRIAN PATHWAY


WALK-ON BARK MUCLH


TURF GRASS

CHAIN LINK FENCE - 4' MAX.

EXPANSION JOINT

CONTROL JOINT

SCALE: 1"=20'0 10 20 40

NORTH

20e

20e

20e

247.18'

280.

24'

50.54

'

58.1

4'

LETRADO STREET

LIMIT OF WORK: PHASE 1B

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BT

F

A


EXISTING LAWNTO REMAIN

28 PARKING SPACESPROPOSED (2 ADA SPACES)

PLANTER

DUMPSTER

OFF LEASH DOG AREA:SHADE STRUCTURE

PLANTER


TRANSFORMER

SHADE STRUCTURE

RAISED TABLE

55'-5"

8'-9"

12'-0"

6'-0"

46'-8"

PLTR

PLTR

PLTR

PLTRPLTR

PLTR PLTR

BID ALTERNATE: PHASE 1 - BB

PLAY AREA FENCE - 6' MAX.

EXPANSION JOINT

CONTROL JOINT

SITE FURNITURE LEGEND PORTABLE TOILET; ADA ACCESSIBLE

FABRIC SHADE STRUCTURE: PROVIDED BY CITY OF SANTA FE (4 TOTAL)

PICNIC TABLE/ ADA ACCESSIBLE PICNIC TABLE

BENCH WITH COMPANION SEATING

BICYCLE RACK

TRASH RECEPTACLE / RECYCLING RECEPTACLE

DRINKING FOUNTAIN / DOG BAG DISPENSER

LIGHT POLE / SEE CIVIL ELECTRICAL PLANS

LANDSCAPE BOULDERS

B

T R

F

A





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SITE FURNITURE 5.1.5.2.5.3.5.4.5.5.5.6.5.7.5.8.5.9.5.10.5.11.5.12.


WALLS 6.1.6.2.6.3.6.4.6.5.6.6.


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L.403L.403

L.403L.403

L.403L.403L.403L.403L.404L.404L.404L.404L.404L.404L.404L.404

AS NOTED

REVISIONS:


SANTA FE, NM

9 AUGUST 20161230

JC


SALVADORPEREZ PARK


DATE NOTENO


NOT FORCONSTRUCTION


Fax: 348-4055

L.302LAYOUT +

MATERIALS PLAN

PLAY EQUIPMENT LIST 01.

02.

03.

04.

05.

06.

07.

08.

09.

INTEGRATION CAROUSEL; ACCESSIBLE; GORIC MANUFACTURER; AGES 2+

MERRY CHIMES; ACCESSIBLE; FREENOTES HARMONY MANUFACTURER; AGES 2+

RAINMAKER SOUND TUBE; ACCESSIBLE; GORIC MANUFACTURER; AGES 2+

TUNED DRUMS; ACCESSIBLE; FREENOTES HARMONY PARK MANUFACTURER; AGES 2+

RAISED SAND TABLE; ACCESSIBLE; CUSTOM DESIGN; AGES 2+

TODDLER SWING, 2 BAYS W/ ACCESSIBLE SEATS; LANDSCAPE STRUCTURES; AGES 2-5YRS

OODLE SWING; ACCESSIBLE; LANDSCAPE STRUCTURES; AGES 5-12YRS

UNITY DOME CLIMBER; ACCESSIBLE; PLAYWORLD MANUFACTURER; AGES 5-12YRS

HILL SLIDE AT PLAY MOUND; ACCESSIBLE; LANDSCAPE STRUCTURES; AGES 5-12YRS

BID ALTERNATE: PHASE 1 - CC

20e

20e

20e

20e

S75°41'00"E247.18'

280.

24'

J

:

!

LETRADO STREET


LIMIT OF WORK: PHASE 1C

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A B

TR

F

TR

T R

TR

TR

ACEQUIA FEATURE

PLTRDUG OUT

INFILTRATION ZONE

INFILTRATION ZONE

LAWN

PLTR

MAIN ENTRY

EMERGENCYEXIT

DUMPSTER

SWALE

PLTR PLTR

PLTR

PLTR

PICNIC

BALL PEN

PLAY AREA

ADA

RAMP

PLAY

TOWER

PLTR

SAND

PICNIC PLTR

PLTRMUSICZONE

2-5 YRSWINGS

5-12 SWING

SEATINGSCULPTURE

CLIMBING STONE

MOUND

PLAY

PLTR

PLTR

64'-5"

20'-0"

11'-8" 10'-0"

44'-4"

9'-5"

8'-0"

9'-11"

10'-0"

11'-0"

7'-4"

10'-1

0"

16'-8"

9'-0"

11'-0"

13'-0"

8'-9"

5'-0"5'-9"

10'-0"

6'-0"

6'-0"

6'-0"

6'-0"

4'-0"

6'-0"

9'-0"

EXISTING BASEBALL FIELD

EXISTINGBLEACHERS

PLTR

PLTR

OFF-LEASHDOG AREA(PHASE 1B)

CONCESSION



CONCRETE SEAT WALL/ SITE WALL/ OR STEP

CRUSHER FINES - STABILIZED

CRUSHER FINES - COMPACTED

FIBAR STAR PLAY MULCH

RUBBERIZED PLAY SURFACING

PLAY SAND

COBBLE STONE PLATING @ PLAY MOUND


WALK-ON BARK MUCLH


TURF GRASS

###### PLAY AREA FENCE - 6' MAX.

EXPANSION JOINT

CONTROL JOINT

SITE FURNITURE LEGEND PORTABLE TOILET; ADA ACCESSIBLE

FABRIC SHADE STRUCTURE: PROVIDED BY CITY OF SANTA FE (4 TOTAL)

PICNIC TABLE/ ADA ACCESSIBLE PICNIC TABLE

BENCH WITH COMPANION SEATING

BICYCLE RACK

TRASH RECEPTACLE / RECYCLING RECEPTACLE

DRINKING FOUNTAIN / DOG BAG DISPENSER

LIGHT POLE / SEE CIVIL ELECTRICAL PLANS

LANDSCAPE BOULDERS

B

T R

F

A





L.402L.402L.402L.402L.402






SITE FURNITURE 5.1.5.2.5.3.5.4.5.5.5.6.5.7.5.8.5.9.5.10.5.11.5.12.


WALLS 6.1.6.2.6.3.6.4.6.5.6.6.


L.404L.404L.404L.405L.405L.405


L.403L.403

L.403L.403

L.403L.403L.403L.403L.404L.404L.404L.404L.404L.404L.404L.404

05

0608

09

01

02

0304

07

1.11.31.1

(4)

1.2

1.4

1.5

2.3 STABILIZED

2.4

2.6

2.7

2.7

2.1

2.2

6.6

2.8

2.9

2.7

6.2

2.10 TYP

5.8

5.1

5.6

TYP

TYP

5.4

5.5

TYPTYP

5.3TYP6.4

2.112.12

TYP (4)

2.7

3.1

3.2

5.1

5.2

5.2

2.12

6.4

5.7

SITE DETAILS

L.402

COBBLE SWALENTS

1.1

AS NOTED

REVISIONS:


SANTA FE, NM

9 AUGUST 20161230

JC


SALVADORPEREZ PARK


DATE NOTENO


NOT FORCONSTRUCTION


Fax: 348-4055

CANALE SPLASH BLOCKNTS

1.3

PEDESGTRIAN FOOTBRIDGE @ ACEQUIANTS

1.5 EXPANSION JOINTNTS

2.1 CONTROL JOINTNTS

2.2 CRUSHER FINES PAVINGNTS

2.3

COBBLE SWALE @ LAWNNTS

1.2 ACEQUIA FEATURENTS

1.4

CONCRETE PAVING: PEDESTRIAN GRAYNTS

2.4 CONCRETE PAVING: PEDESTRIAN COLORNTS

2.5 CONCRETE PAVING: VEHICULAR GRAYNTS

2.6 CONCRETE MOW CURBNTS

2.7

CONCRETE THICKENED EDGE @ PLAY AREANTS

2.8

3:1 MAX.

3:1 MAX.

2'-6" MIN \ RREFER TO PLAN

4-8" DIAMETER, ROUND RIVER ROCK

6"SUBGRADE

SEE LAYOUT FOR ADJACENT SURFACE DETAIL

SLOPE

ROUNDED RIVER ROCK

LINER TO BE BURIED UNDER SOIL TO PREVENT SURFACE WEAR AT EDGES.

30 MIL POND LINER OR EQUIVALENT, 3' AWAY FROM BUILDING FACADE.

3'-0" MIN

AA

SECTION AA

(2-3), 18" X 24" MOSS ROCK BOULDERS, PITCHED AWAY FROM WALL. BURIED 1/3 INTO GROUND

12" 12"

1'-0"

4-8" DIAMETER, ROUNDED RIVER ROCK, VARIED COLOR

GRAVEL FILL

1'-0"

MAX

.

CONCRETE SIDEWALK

3"

2.4

SCORIA ROCK, 1" MINUS, WASHED AND SCREENED

MORTAR SETTING BED

FILTER FABRIC

COMPACTED SUBGRADE TO 95%MODIFIED PROCTOR (UNDER MORTAR BED ONLY)

RECESS ALL MORTAR JOINTS

48" HOLD DIMENSION

1'-0"

MIN. 2% SLOPE ALONG LENGTHOF ACEQUIA

CONCRETE THICKENED EDGE @ LAWNNTS

2.9 PLAY SURFACE: FIBER MULCHNTS

2.10 PLAY SURFACE: SANDNTS

2.11

NOTES:SEE PLANS, FOR JOINT SPACING.EXPANSION JOINTS-30'-0" O.C MAX.EXPANSION JOINTS INSTALLED BETWEEN ALL RIGID SURFACES, SUCH AS WALLS, PAVING, CURBS, BOULDERS, ETC, AND WALKWAYS.

POLYURETHANE CAULKCOLOR TO MATCH CONCRETE COLOR3/

4"

FOAM BACKER ROD

EXPANSION MATERIAL

1/2" PREFORMEDEXPANSION MATERIAL

TOOLED CONTROL JOINT3/8" WIDE BY ONE QUARTER OF SLAB DEPTH. SEE LAYOUT PLANS FOR LOCATIONS.

DEPT

H

3/8"

1/4

DEPT

H

1% PITCH MIN / 2% MAX

4"

VARIES SEE PLANS

NOTE:1. STABILIZED FINES:

APPLY 10 LBS. OF STABILIZER SOLUTIONS PER 1 TON OF CRUSHER FINES. APPLY IN MAXIMUM 4" LIFTS PER MFR

SPECIFICATIONS. STABILIZER TO BE APPROVED BY LANDSCAPE ARCHITECT.

2. COMPACTED FINES:INSTALL A 3" LIFT OF BASE COURSE OVER THE COMPACTED SUBGRADE. PRIOR TO INSTALLING CRUSHER FINES, WET BASE COURSE DOWN. APPLY FINES IN MAXIMUM 4" LIFT, AND COMPACTED WITH HAND TAMPER OR HARD ROLLER.

4" CRUSHER FINES; COMPACTED OR STABILIZED; SEE MATERIALS PLAN FOR LOCATIONS. COLOR: SUNSET ROSE

COMPACT SUBGRADE95% STANDARD PROCTOR

ADJACENT SURFACES VARY, SEE PLANS.

COMPACTED SUBGRADE TO 95% MODIFIED PROCTOR

CONTROL JOINT

4000 PSI CONCRETE; LIGHT BROOM FINISH, PERPENDICULAR TO WALKS.

COLORS: SEE MATERIALS PLANSEE MATERIALS PLAN FOR LOCATIONS

EXPANSION JOINT

4"

2.1

2.2NOTE: CONTRACTOR TO PROVIDE 4' X 4' MOCK-UP FOR APPROVAL, PRIOR TO ANY FORMING. CONTROL JOINT

EXPANSION JOINT

2.2

2.1


4000 PSI CONCRETE LIGHT BROOM FINISH, PERPENDICULAR TO WALK DIRECTION, GRAY COLOR

6"

8"

1/2" RADIUS TYP. ALONG TOP EDGE, BOTH SIDES


SEE PLANS FOR ADJACENT SURFACE MATERIAL

4000 PSI GRAY CONCRETE. SEE PLANS FOR LAYOUT

(1) #4 REBARS HORIZONTAL CONTINUOUS, 2" CLEAR MIN.

1"

8"

NOTE: PROVIDE EXPANSION JOINTS AT 30'-0" MAXIMUM ALONG MOW CURB

1/2" RADIUS

ADJACENT SURFACE VARIES;SEE MATERIALS PLANS

CONCRETE PAVING, MATCH SURFACE AND FINISH OF ADJACENT CONCRETE PAVING. SEE MATERIALS PLANS FOR MATERIAL AND DEPTH.

8"


45 DEG.

2, #4 REBAR AT TOP AND BOTTOM,CONTINUOUS

3"12

"

1/2" RADIUS ALL CORNERS

LAWN

COMPACTED SUBGRADE

#4 REBAR, CONTINUOUS

8"

2"6"

MATCH SURFACE AND FINISH OF ADJACENT CONCRETE PAVING. SEE MATERIALS PLANS FOR MATERIAL AND DEPTH.

1'-0"45 DEG.

MULCH 12" DEPTH

SEE SPECS FOR MATERIAL REQUIREMENTS.

COMPACTED SUBGRADETO 95% MODIFIED PROCTOR

1'-0"

3"

45 DEG.6"

SOIL FILTER FABRIC TYPAR OR APPROVED EQUAL. LAP 6" UP SIDE OF CONCRETE EDGE.

SEE MATERIAL PLANS FOR ADJACENT SURFACES

FINISH GRADE

PLAY SAND, 12" DEPTH


1'-0"

3"

SOIL FILTER FABRIC TYPAR OR APPROVED EQUAL. LAP 6" UP SIDE OF CONCRETE EDGE

SEE MATERIAL PLANS FOR ADJACENT SURFACE

45 DEG.


CONTROL JOINT

4000 PSI CONCRETE; LIGHT BROOM FINISH, PERPENDICULAR TO WALKS.

COLORS: SEE MATERIALS PLANSEE MATERIALS PLAN FOR LOCATIONS

EXPANSION JOINT

4"

2.1

2.2NOTE: CONTRACTOR TO PROVIDE 4' X 4' MOCK-UP FOR APPROVAL, PRIOR TO ANY FORMING.

NATIVE GRASS SLOPES

LAWNMOW CURB; SEE DETAIL 2.7

SCORIA ROCK W/ FILTER FABRIC

GRAVEL FILL

4-8” DIA. ROUND COBBLE

CONCRETE THIKENED EDGE @ LAWN; SEE DETAIL 2.9

10"

2"12

"

4'-0" 4'-0"2'-0"

4:14:1

5'-6"

4'-0"

3"4"

1'-0"

6"

6"

CONF

IRM

WID

TH

IN

FIE

LD6"

6"

4000 PSI. CONCRETE PEDESTRIAN BRIDGE. CONFIRM LAYOUT IN THE FIELD PRIOR TO FORMING.

(1) #4 DEFORMED BAR, CONTINOUS#4 DEFORMED BAR, 12” O.C.


ACEQUIA FEATURE; SEE DETAIL 1.4

CONTINOUS FOOTING, BOTH SIDES

3”X6” CURB, BOTH SIDES

ADJACENT SURFACE VARIES; SEE SHEET L.402

3”X6” CURB, BOTH SIDES

PLAN

SECTION

SITE DETAILS

L.403

AS NOTED

REVISIONS:


SANTA FE, NM

9 AUGUST 20161230

JC


SALVADORPEREZ PARK


DATE NOTENO


NOT FORCONSTRUCTION


Fax: 348-4055

BICK RACKNTS

5.2 PICNIC TABLENTS

5.3 TRASH RECEPTACLENTS

5.4

METAL HANDRAIL NTS

4.1

BENCHNTS

5.1

CONCRETE RAMPNTS

3.1 CONCRETE STEPS @ PLAY MOUNDNTS

3.2

COBBLE MULCH: 2-4" DIANTS

2.13 COBBLE MULCH: 4-8" DIANTS

2.14

PLAY SURFACE: RUBBERIZEDNTS

2.12

REQUIREMENT: CONTRACTOR TO VERIFY FALL HEIGHT REQUIREMENTS WITH MANUFACTURER PRIOR TO EXCAVATION AND FORMING OF PLAY SURFACING SUBSURFACE.

3/8"

1 1/8"

4"VA

RIES

3"

RECYCLED, CLOSED CELL FOAM;THICKNESS VARIES ; SEE PLANS

SBR RECYCLED RUBBER MATERIAL

1'-0" COMPACTED SUBGRADE TO 95% MODIFIED PROCTOR

3" , 3000 PSI CONCRETE BASE

DECORATIVE PLAY SURFACING

ADJACENT SURFACE; SEE PLANS


FOAM CUSHION LAYER 1" GAP BETWEEN SHEETS (THICKNESS DEPENDENT ON FALL HEIGHT)

1 1/8" SBR LAYER 2:1 SLOPEENGINEERED WOOD MULCH

COMPACTED AGGREGATE4" MINIMUM SLOPED TO DRAIN,1/8"-1/4" / FT.

EDGE CONDITION AT PLAY MULCH


FOAM CUSHION LAYER 1" GAP BETWEEN SHEETS (THICKNESS DEPENDENT ON FALL HEIGHT)

1 1/8" SBR LAYER

CURB CUT 3/8" DEEP X 1" WIDE, CONTINUOUS

COMPACTED AGGREGATE4" MINIMUM SLOPED TO DRAIN,1/8"-1/4" / FT.


EDGE CONDITION AT CURB OR CONCRETE PAVEMENT

CONCRETE CURB / ADJACENT CONCRETE PAVING

CHAMFER EDGE 45 D.

TYPICAL SECTION

EQUIPMENT AND SAFETY SURFACING NOTEPLAYGROUND SAFETY SURFACING MATERIALS AND SURFACING INSTALLATION MUST COMPLY WITH ASTM 1292 INCLUDING COMPLIANCE OF THE HEAD INJURY CRITERION (HIC) AND G-MAX REQUIREMENTS. SURFACING MATERIAL MANUFACTURERS, SUPPLIERS AND INSTALLERS MUST PROVIDE SUFFICIENT THICKNESS AND DEPTH OF THE PLAYGROUND SAFETY SURFACING SYSTEM AT A CRITICAL FALL HEIGHT TO EXCEED THE HIGHEST FALL HEIGHT FOR THE SPECIFIC PLAYGROUND DESIGN FOR THIS PROJECT.

CONDITION ON SLOPE

4" CONCRETE SLAB



4"


SOIL FILTER FABRIC; LAP6" UP SIDE OF CONCRETE EDGE

SOIL FILTER FABRIC

2"-4" DIAMETER CRUSHED AGGREGATE. 4" DEPTH SANTA FE BROWN. SET STONES 1" BELOW FINISHED EDGE

EDGE CONDITION VARIES, SEE PLAN

FINISH GRADE

NON-WOVEN WEED BARRIER

1"4"

1"4"

TO

8"

4"-8" DIAMETER CRUSHED AGGREGATE. 4" TO 8" DEPTH;SANTA FE BROWN. SET STONES 1" BELOW FINISHED EDGE

EDGE CONDITION VARIES, SEE PLAN

FINISH GRADE

NON-WOVEN, WEED BARRIER

EXPANSION JOINT, TYP BETWEEN RETAINING WALL AND RAMP AND RAMP AND CONCRETE PAVING

8"

6"

CONCRETE PAVING WITH THICKENED EDGE1'-0" SLIP DOWELL @ 12" O.C. TOP AND BOTTOM

WWM 10.10 / 6X6

EXPANSION JOINT

4000 PSI CONCRETE BROOM FINISH

1:15 MAX SLOPE

0"

HANDRAIL (SIMILAR)

7 3/4"

CHEEK WALL

4" 4"

2'-10

"

CROSS SECTION

2% MAX CROSS SLOPE

2"

1'-0"

8"

1'-0"

3"

1'-2"

8"

3"

4.1

HANDRAIL (SIMILAR) 4.1LONGITUDINAL SECTION

95% MODIFIED PROCTOR SUBGRADE TO 12" DEPTH.


METAL FABRICATION NOTE.1.CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL FENCING OR METAL FABRICATION PRIOR TO ANY ORDERING OR WORK ON THOSE ELEMENTS.2. SHOP DRAWINGS SHALL REFLECT ACTUAL BUILT MEASUREMENTS OF RELATED ELEMENTS SUCH AS CONCRETE WALLS, STAIRS AND RAMPS.3.ALL WELDS SHALL BE CONTINUOUS ALL AROUND AND BE GROUND SMOOTH.4. METAL ELEMENTS INCLUDING FENCING ARE TO BE FINISHED TO MATCH METAL ON ENTRY CANOPY POSTS.

CHEEK WALL

SECTION

1'-0"

ONE TREAD WIDTH

3'-0"

STEPS; VARIES, SEEMATERIALS PLANS

STEEL TUBE MEMBERS (14 GAUGE, HOLLOW), 1.5" X 1.5" SQUARE, WEATHERED & SEALED.

WELD & GRIND SMOOTH ALL CONNECTIONS

EMBED HANDRAIL SUPPORTS INTO 6" L X 3" DIA. PVC SLEEVE, AND FILL WITH EPOXY

6'-0"

FRONT ELEVATION

3'-0" MIN

ANCHOR BOLT MOUNT. CUT BOLT FLUSH AND TACK WELD.

LANDSCAPE BENCH WITH COMPANION SEAT DIAGRAM

12"

6"6'-0"3'-0"

5'-0"

34

FRONT EDGE @ SIDEWALK

12"

A

NOTE:SEE SPECIFICATIONS FOR MANUFACTURER, MODEL AND COLOR.

SIDE ELEVATION

FASTEN BENCH PER MANUFACTURERS SPECIFICATIONS

CONCRETE PAVING 2.5

PLAN

SECTION

2.6PEDESTRIAN CONCRETE, COLORED

R 8 1/4"

1'-6 1/2"

1'-0" DIA

2'-9 1

/2"1'-

8"

2" DIA. STEEL TUBE. WEATHERED AND SEALED.

1'-0" COMPACTED SUBGRADE R-VALUE TO MIN 95% MODIFIED PROCTOR

3000 PSI CONCRETEFOOTING, TYP.

1'-0"

NOTES:SEE SPECIFICATIONS FOR MANUFACTURER AND MODEL

2'-6"

TABLE TOP 8'-0"

ADJACENT MATERIALS VARY. SEE MATERIALS PLANS

ANCHOR BOLT MOUNT. CUT BOLT AND TACK WELD

COMPACTED SUBGRADE

1'-6"

8' PICNIC TABLE

6' BACKLESS BENCH

6' BACKLESS BENCH

ACCESSIBLE PICNIC TABLE DIAGRAM

BENCH. SEE PLANS ORIENTATION AND LOCATIONS.

A 1'-4"

M

AXIM

UM

1"

1"

1 1/2"

8"

2'-0"

SLOPE TO DRAIN

COMPACTED SUBGRADE

SEE MATERIALS PLAN FOR ADJACENT SURFACE

TRASH RECEPTACLE

ANCHOR

ANCHOR, REFER TO MANUFACTURERS SPECIFICATIONS

ACCESSIBLE ROUTE

ANCHOR BOLTS (2)

NOTES:SEE SPECIFICATIONS FOR MANUFACTURER, MODEL AND COLOR. ALL RECEPTACLES ARE ADA COMPLIANT

2"

3000 PSI CONCRETE FOOTING

TRASH/ RECYCLINGRECEPTACLE

SECTION

PLAN

1/2" RADIUS

LANDSCAPE BOULDERS @ PLAY MOUNDNTS

2.15 STONE PLATING @ PLAY MOUNDNTS

2.16

METAL GUARDRAIL NTS

4.2

1'-2"TYP.

6"TY

P.

8"

6"

CONCRETE PAVING WITH THICKENED EDGE

1'-0" SLIP DOWEL @ 12" O.C.

#4 BARS AT 6" OC, BOTH WAYS


6"1'-0"

1'-2"

8"

1/4" SLOPE

CONCRETE PAVING 2.4

1/2" RADIUS CORNERS TYP.

1'-2"TYP.

6"TY

P.

8"

6"

CONCRETE PAVING WITH THICKENED EDGE

1'-0" SLIP DOWEL @ 12" O.C.

#4 BARS AT 6" OC, BOTH WAYS


6"1'-0"

1'-2"

8"

1/4" SLOPE

CONCRETE PAVING 2.4

1/2" RADIUS CORNERS TYP.

SITE DETAILS

L.404

AS NOTED

REVISIONS:


SANTA FE, NM

9 AUGUST 20161230

JC


SALVADORPEREZ PARK


DATE NOTENO


NOT FORCONSTRUCTION


Fax: 348-4055

EMERGENCY ACCESS GATENTS

6.3

PLAY AREA FENCINGNTS

6.2

SHADE SAIL FOOTINGNTS

5.8 PLAY EQUIPMENT FOOTINGNTS

5.10

CHAIN LINK FENCINGNTS

6.1

SHADE STRUCTURE @ MOUNDNTS

5.7

CONCRETE FOOTING TO BE PROPERLY SIZED FOR SITE CONDITIONS BY INSTALLER. MINIMUM 18" DIAMETER X 18" DEPTH

18" MIN

PLAY EQUIPMENT POSTS

PLAY AREA MULCH

COMPACTED SUBGRADE

NOTE: PLAY EQUIPMENT TO BE INSTALLED BY MANUFACTURER'S CERTIFIED EQUIPMENT INSTALLER.

TOP OF FOOTING SHALL BE NO LESS THAN 18" BELOW FINISH GRADE UNLESS OTHERWISE DIRECTED BY MANUFACTURER'S SPECS.

LINE POST

LINE POST CAP

LINE POST TIE

POST FOOTING TO BE 3000 PSI CONCRETE, @MIN. DEPTH 3'-0"

OPTIONALTENSION WIRE

HOG RING

CHAIN LINK FABRIC: TO MATCHEXISTING CHAIN LINK ON SITE

BRACE RAIL & TIESTURN BUCKLE &TENSION BAR

10'-0" MAX.

FINISHED GRADE

3'-0"

10"

4'-0"

3'-0" GATE WITH TENSION WIRE, HINGES, AND LATCH

SEE LAYOUT PLAN FOR EXTENTOF FENCING LAYOUT

METAL FABRICATION NOTE.

1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL FENCING OR METAL FABRICATION PRIOR TO ANY ORDERING OR WORK ON THOSE ELEMENTS.

2. SHOP DRAWINGS SHALL REFLECT ACTUAL BUILT MEASUREMENTS OF RELATED ELEMENTS SUCH AS CONCRETE WALLS, STAIRS AND RAMPS.

3. ALL WELDS SHALL BE CONTINUOUS ALL AROUND AND BE GROUND SMOOTH.4. METAL ELEMENTS INCLUDING FENCING ARE TO BE FINISHED TO MATCH

METAL ON ENTRY CANOPY POSTS.

FFE

PLAN VIEW

CUT SLOT ON PLATE TO ALLOW LOOP TO PASS THROUGH

WELD QUARTER CIRCLE STEEL PLATE TO TOP OF 12" PIPE

12" DIA. PIPE CUT IN HALF WELD TO BACK PLATE

WELD 1 1/2" LOOP ON RIGHT GATE

12" W x 8" HT x 1/8" PLATE WELD 12" PIPE HALF TO PLATE. WELD ASSEMBLY TO LEFT GATE ARM

2"

8"

LOCKING PLATE DETAIL

3"2"

OPEN CAP

OPEN

PLAN VIEW

ELEVATION

METAL FABRICATION NOTE.

1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL FENCING OR METAL FABRICATION PRIOR TO ANY ORDERING OR WORK ON THOSE ELEMENTS.2. SHOP DRAWINGS SHALL REFLECT ACTUAL BUILT MEASUREMENTS OF RELATED ELEMENTS SUCH AS CONCRETE WALLS, STAIRS AND RAMPS.3. ALL WELDS SHALL BE CONTINUOUS ALL AROUND AND BE GROUND SMOOTH. 4. FINALIZE MATERIAL SELECTION AND DESIGN W/ L.A. PRIOR TO FABRICATION.

WEATHERED AND SEALED.STEEL FINISH NOTE:

1/8

5" DIA (ID=4.8125") x 5'-3" LONG PIPE SCHE. 80. SLEEVE OVER 4" PIPE

3000 PSI CONCRETE FOOTING 3'-D X 3'-L X 2'-W WITH #4 BARS AT 8" EACH WAY

WELD CAP ON 4" PIPE

3"3"

SECTIONAL ELEVATION POST SECTION

HSS 2 x 4 x 1/4" THICK POST TO LATCH GATE IN "OPEN" OR "CLOSED" POSITION.

HSS 2 x 4 x 1/4 THICK

WELD GATE ARM TO SCHE. 80 - 5" DIAMETER PIPE (ID=4.8125")

INSTALL LOCKING PLATE ON BACK OF GATE ARMS. SEE DETAIL.

WELD 1/2" X 7" DIA. STEEL CIRCULAR COLLAR ON TO 4" DIA. PIPE.

4" DIA. (OD=4.5") x 8' LONG PIPE SCHE. 80

GHOST TRAIN SEATING SCULPTURENTS

5.12

SAND TABLE WITH WATER PUMPNTS

5.11

DRINKING FOUNTAINNTS

5.6DOGI-POTNTS

5.5

CONCRETE FOOTING TO BE MIN 12" DIA X 24" DEPTH, 3000 PSI

2" DIA STEEL, TELESCOPIC POST

SEE PLAN FOR ADJACENT SURFACE

COMPACTED SUBGRADE, 95% MODIFIED PROCTOR

NOTE: ALUMINUM HEADER PARKDOGIPOT PET STATION.

48" M

AX.

24" M

IN D

EPTH

DOGIPOT JR. BAG DISPENSER

12" MIN. DIA.

3" CLR

10 GALLON WASTE CONTAINER

6"SECTION

PLAN

0"

WEATHERED AND SEALED.STEEL POST FINISH NOTE:

SURFACEMATERIAL

VARIES SEELAYOUT PLAN

3000 PSI CONCRETE FOOTING

NOTES:WATER FOUNTAIN MEETS ADA REGULATIONS. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS.CONTRACTOR TO PROVIDE: A) ONE FOUNTAIN WITH HIGH, LOW, AND PET DRINKING SOURCES B) ONE FOUNTAIN WITH HIGH, AND LOW DRINKING SOURCES C) ONE PLAQUE FOR EACH FOUNTAIN. PLAQUE TEXT TO READ: 'HOLD BUTTON FOR 10 SECONDS TO START WATER FLOW'SEE PLANS FOR LOCATION OF FOUNTAINS.

SUMP

1/2" X 12" ZINCPLATED ROD

3/8" NYLON REINFORCEDNYLONBRAID TUBING W/ 1/2" MIP(WATER SUPPLY); REFER TO CIVIL ENGINEERS PLANS FOR CONNECTION LOCATIONS

1 1/2" PVC DRAIN LINE; REFER TO CIVIL ENGINEERS PLANS FOR CONNECTION INFORMATION

PET FOUNTAIN CONTROL

ATTACHED PET FOUNTAIN

2'x2'x2", FILLED WITH 1" CRUSHED AGGREGATE. WRAP SUMP IN SOIL FILTER FABRIC ALL SIDES. LOCATIONTO BE DETERMINED IN FIELD WITH LANDSCAPE ARCHITECT

SECTION

PLAN VIEW DIAGRAM

SALVAGED SHADE STRUCTURE FOOTINGNTS

5.9

1-1/2” X 1/8” GA. TUBE W/ END CAPS

HSS 4X4X1/4; FINISH TBD

HSS 4X4X3/16 GA. W/ WELDED END CAPS

RIVER ROCK PLATING

STEEL GUARDRAIL

CONCRETE TURN DOWN EDGE; SEE DETAIL 2.8

CONCRETE FOOTING

3/8” STEEL BASE PLATE AND END PLATE WELDED TO FRAME

3/8” STEEL PLATE WELDED TO BASE PLATE AND END CAPS

(4) #3 DEFORMED BARS, HORIZONTAL(4) #4 DEFORMED BARS, VERTICAL

EXPANSION JOINT, ALL SIDES; SEE DETAIL 2.1

11'-4"

3"

1'-6"

1'-0" 1'-0"

CL

6"

TYP

9'-4"1'-0"

CL

1'-0"

CL

2" CLR

7'-2"

4"

5 1/2"

SEE DETAIL 2.6

SITE DETAILS

L.405

AS NOTED

REVISIONS:


SANTA FE, NM

9 AUGUST 20161230

JC


SALVADORPEREZ PARK


DATE NOTENO


NOT FORCONSTRUCTION


Fax: 348-4055

CONCRETE SITE WALL: 8"NTS

6.5

DUMPSTER FENCINGNTS

6.6

CONCRETE SEAT WALL: 24"NTS

6.4

2'-0"

8"


#4 REBAR @ 1'-0" O.C. TRANSVERSE (3) #4 CONT.

#4 REBAR @ 1'-0" O.C. VERT. W/ STD. 90 HOOK

#4 REBAR @ 1'-0" O.C. HORIZ. FRONT AND BACK

4000 PSI CONCRETE, CAST IN PLACE

1/2" CHAMFER ALL EXPOSED EDGES

EXPANSION JOINT, TYP.

SLOPE

3" CLEAR MIN

24"

24"

3"V

AR

IES

#4 REBAR @ 1'-0" O.C. TRANSVERSE (3) #4 CONT.

#4 REBAR @ 1'-0" O.C. VERT. W/ STD. 90 HOOK

#4 REBAR @ 1'-0" O.C. HORIZ. FRONT AND BACK

4000 PSI CONCRETE, CAST IN PLACE

1/2" CHAMFER ALL EXPOSED EDGES

VARI

ES 6"

MIN

. TO

3'-0"

MAX

;SE

E GR

ADIN

GPL

AN

8"


6"

8"

8"

2'-0"

1'-6"

SEE MATERIALS PLAN FOR ADJACENT SURFACES

12'-0

"

E.Q.

E.Q.

MITER WELD CORNERS

CORRUGATED, PAINTED STEEL PANELS. WELD TO FRAME

1" X 1" X 3/16" HSS FRAME. PAINTED STEEL.

4"x 4" X 1/4" HHS POST. WELD TO FRAME

6'-0"

CORRUGATED PANEL - FIXED

VARIES. SEE LAYOUT PLAN

WELD FULL HEIGHT OF SCHEDULE POST TO PANEL FRAME

2"

SONOTUBE FOOTING

3'-0"

1'-0"

METAL FABRICATION AND FINISH NOTE.1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL FENCING OR METAL FABRICATION PRIOR TO ANY ORDERING OR WORK ON THOSE ELEMENTS.2. SHOP DRAWINGS SHALL REFLECT ACTUAL BUILT MEASUREMENTS OF RELATED ELEMENTS SUCH AS CONCRETE WALLS, STAIRS AND RAMPS.3. ALL WELDS SHALL BE CONTINUOUS ALL AROUND AND BE GROUND SMOOTH.4. STEEL TO BE PAINTED. COLOR TO BE DETERMINED WITH LANDSCAPE ARCHITECT PRIOR TO ORDERING.

AS NOTED

REVISIONS:


SANTA FE, NM

9 AUGUST 20161230

JC


SALVADORPEREZ PARK


DATE NOTENO


NOT FORCONSTRUCTION


Fax: 348-4055

SCALE: 1"=20'0 10 20 40

NORTH L.701PLANTING PLAN





SHRUBS



PERENNIALS


8.5. SOIL PROFILE AT PLANTING BED

L.703L.703L.703L.703L.703

20e

S75°41'00"E

#####

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LETRADO STREET

ALTA VISTA STREET


TRTRTRTRTRTR

TR TR

8-TRT

8-LE

20-Fb

BASE BID: PHASE 1 - AA BID ALTERNATE: PHASE 1 - BB

20e

20e

20e

247.18'

280.

24'

50.54

'

58.1

4'

LETRADO STREET

TRTR

TRTR

4-TRT

4-LE

6-Rt6-Jb

5-Rt







0

SHRUBS





PERENNIALS






SHRUBS



PERENNIALS




L.703L.703L.703L.703L.703

SANTA FE, NM

9 AUGUST 20161230

JC

SALVADORPEREZ PARK


NOT FORCONSTRUCTION

AS NOTED

REVISIONS:


SANTA FE, NM

9 AUGUST 20161230

JC


SALVADORPEREZ PARK


DATE NOTENO


NOT FORCONSTRUCTION


Fax: 348-4055

SCALE: 1"=20'0 10 20 40

NORTH L.702PLANTING PLAN

20e

S75°41'00"E

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A

LETRADO STREET


6-nt

33-nt

TRTR

TR

TR

TR

TR

TR7-TRT

3-PA

A

7-PL

5-PD

5-UF

12-Fn

16-Ma

Rt

RtRt

RtRt

RtRt

Rt

RtRt

Rt

11-Rt

23-pf

3-QM

7-CC

10-Sk

Gl

GlGl

Gl

Gl

Gl

Gl

GlGl

Gl

Gl

Gl

GlGl

Gl Gl

GlGl

GlGl

Gl

Gl

Gl

Gl

24-Gl

JbJb

Jb

Jb

Jb

Jb

Jb

Jb

Jb

9-Jb

8-Fb20-Dk

Jb Jb

Jb

Jb

4-Jb

RtRtRt

3-Rt

8.3

8.4

8.2

8.1

8.5

BID ALTERNATE: PHASE 1 - CC







0

SHRUBS





PERENNIALS


PLANT PALETTE 1CTREES


CC 7Prunus virginiana 'Shubert'

Canadian Chokecherry 2" cal

PA 3 Platanus x acerfolia

London Plane Tree 2" cal

PD 5 Populus x acuminata

Lanceleaf Cottonwood 2.5" cal

PL 7Pinus leucodermis 'Mint Truffle'

Mint Truffle Bosnian Pine 6' tall min.

QM 3 Quercus macrocarpa

Chinkapin Oak 2 " cal



UF 5 Ulmus 'Frontier' Frontier Elm 2" cal

SHRUBS


Dk 20Caryopteris x clandonensis 'Dark Knight'

Dark Knight Spirea 5 gal


Fn 12 Forestiera neomexicana

New Mexico Privet 8 ft

Gl 24Rhus armoatica 'Gro-Low'

Gro Low Sumac 5 gal

Jb 13 Juniperus sabina 'Buffalo'


Ma 16 Mahonia aquifolium

Oregon Graph Holly 5 gal

pf 23Potentilla fruticosa davurica 'Prairie Snow'

Prairie Snow Potentilla 5 gal


Sk 10 Amelanchier alnifolia

Saskatoon Serviceberry 5 gal

0

PERENNIALS


nt 39Nassella (Stipa) tenuissima

Silky Thread Grass 1 gal





SHRUBS



PERENNIALS




L.703L.703L.703L.703L.703

SANTA FE, NM

9 AUGUST 20161230

JC

SALVADORPEREZ PARK


NOT FORCONSTRUCTION

PLANTING DETAILS

L.703

SHRUB PLANTINGNTS

8.2 MULCHNTS

8.4PERENNIAL PLANTINGNTS

8.3

KEEP CROWN OF PLANT FREE OF MULCH

EDGE OF PLANTER VARIES, SEE MATERIALS PLAN

3" DEPTH OF MULCH, SEE MATERIALS PLAN FOR TYPE

1" DEPTH OVER ROOTBALL

SET MULCH 1" BELOW PLANTER EDGE

1"

UNDISTURBED SUBGRADE

BACKFILL WITH AMENDED SOIL AS PER SPECIFICATIONS; WATER AND TAMP TO REMOVE AIR POCKETS

3" MULCH, SEE MATERIALS PLANS FOR TYPE

LOOSEN HAIR ROOTS BY SCARIFYING SIDES OF ROOTBALL BEFORE PLANTING

SCARIFY SIDES OF HOLE

SET CROWN OF PLANT SLIGHTLY HIGHER THAN ADJACENT FINISHED GRADE; KEEP FREE OF MULCH

AMENDED PLANTING BED SOIL; SEE SPECIFICATIONS

NO G

REAT

ER T

HAN

DEPT

H OF

ROO

TBAL

L

2 TIMES WIDTH OF ROOTBALLUNDISTURBED SUBGRADE



LOOSEN HAIR ROOTS BY LIGHTLY SCRATCHING SIDES OF ROOTBALL BEFORE PLANTING


SET CROWN OF PLANT SLIGHTLY HIGHER THAN ADJACENT FINISHED GRADE; KEEP FREE OF MULCH


NO G

REAT

ER T

HAN

DEPT

H OF

ROO

TBAL

L

2 TIMES WIDTH OF ROOTBALL

UNDISTURBED SUBGRADE


CUT AND REMOVE WIRE FROM TOP AND SIDES OF THE ROOTBALL; PEEL BACK THE BURLAP TO EXPOSE THE TOP 1/3 OF THE ROOTBALL


SET ROOT BALL 2" ABOVE ADJACENT FINISH GRADE; KEEP CROWN OF PLANT FREE OF MULCH

SET MIN. OF 2 TIES ABOVE MAIN BRANCHING 2/3 UP TREE

MIN. 2 STEEL STAKES AT LEAST 48 IN. ABOVE FINISHED GRADE

TREE TO BE SET PLUMB

RUBBER HOSE

TIE CABLE

ROOTBALL

STEEL STAKE


NOTE:PROVIDE STAKING AS SPECIFIED, ONLY WHEN DETERMINED NECESSARY DUE TO EXISTING CLIMATE CONDITIONS SUCH AS WIND OR IN A SWALE OR DRAINAGE WAY.

2" TYP.

NO G

REAT

ER T

HAN

DEPT

H OF

ROO

TBAL

L

2 TIMES WIDTH OF ROOTBALL



LOOSEND EXISTING SUBGRADE

UNDISTURBED EXISTING SUBGRADE

8"12

"3"

AS NOTED

REVISIONS:


SANTA FE, NM

9 AUGUST 20161230

JC


SALVADORPEREZ PARK


DATE NOTENO


NOT FORCONSTRUCTION


Fax: 348-4055

TREE PLANTINGNTS

8.1 SOIL PROFILE AT PLANTING BEDNTS

8.5

1230 l001-cover gnotes

Documents