pojoaque valley high school - pvs.k12.nm.us · z:\010 active projects\2018-540 pvs hs baseball\...

$: POJOAQUE VALLEY HIGH SCHOOL - pvs.k12.nm.us · z:\010 active projects\2018-540 pvs hs baseball\ cad\pvs baseball field improvements current.rvt g-100 cover sheet pojoaque valley high$
SCALE:

REVISIONS:

DRAFTED BY:

NO DATE DESCRIPTION

ISSUE DATE:

APPROVED BY:

ISSUED FOR:

PROJ. NO:

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05-24-2018

JDBLDG

2017-510

1. THESE CONSTRUCTION DOCUMENTS ARE DIAGRAMMATIC ONLY. IT IS NOT THE INTENT OF THESE DOCUMENTS TO SHOW EVERY DETAIL OF CONSTRUCTION. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL FURNISH AND INSTALL ALL ITEMS NECESSARY FOR COMPLETION ASINDICATED ON THESE DRAWINGS.

2. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE FAMILIAR WITH THE CONSTRUCTION DOCUMENTS PRIOR TO SUBMITTING BIDS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.3. CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK.4. ALL DIMENSIONS, SPECIFICATIONS AND NOTES PROVIDED HEREIN SHALL BE VERIFIED BY EACH SUBCONTRACTOR PRIOR TO PERFORMANCE OF THE WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.5. WHEN TWO OR MORE REQUIREMENTS OR STANDARDS ARE SPECIFIED ESTABLISHING DIFFERENT OR CONFLICTING LEVELS OF QUALITY, THE MOST STRINGENT REQUIREMENT IS INTENDED AND WILL BE ENFORCED.6. CONTRACTOR SHALL MAKE NO CHANGES OR SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY ADDENDUM FROM THE OWNER/ARCHITECT.7. CONTRACTOR SHALL MEET WITH THE BUILDING OWNER OR MANAGER PRIOR TO THE BID IN ORDER TO OBTAIN A COPY OF THE BUILDING STANDARD GUIDELINES AND TO DISCUSS THE BUILDING MANAGEMENTS REQUIREMENTS FOR PROTECTION OF PUBLIC SPACES, DAILY CLEANING,

CONSTRUCTION, STAGING, MATERIAL, DELIVERIES, LOCATION OF CONSTRUCTION DUMPSTERS, PARKING, ETC. THE COST TO MEET THESE REQUIREMENTS SHALL BE INCLUDED IN BID.8. REPLIES TO ALL REQUESTS FOR CLARIFICATION WILL BE ISSUED TO ALL PRIME BIDDERS, AS ADDENDA TO THE DRAWINGS AND SPECIFICATIONS, AND WILL BECOME PART OF THE CONTRACT. THE ARCHITECT AND OWNER WILL NOT BE RESPONSIBLE FOR ORAL CLARIFICATION.9. ALL WORK SHALL CONFORM TO THE LATEST REQUIREMENTS OF APPLICABLE LOCAL, STATE AND FEDERAL CODES AND ORDINANCES.10. CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE TO THE ARCHITECT AND OWNER FOR REVIEW PRIOR TO COMMENCING WORK.11. CONTRACTOR AND ALL SUBCONTRACTORS SHALL COORDINATE AND OBTAIN ALL PERMITS REQUIRED TO COMPLETE THE CONSTRUCTION OF THE WORK AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS.12. CONTRACTOR SHALL INCLUDE IN THE BASE BID ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT, INCLUDING BUT NOT LIMITED TO PERMIT FEES.13. CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY COORDINATING ALL ASPECTS OF THE CONSTRUCTION INCLUDING CROSS REFERENCING ALL OBVIOUSLY RELATED DOCUMENTS AND DRAWINGS. SHOULD PROBLEMS ARISE OUT OF A LACK OF COORDINATION IN AREAS THAT COULD HAVE

REASONABLY BEEN FORESEEN, NO ADDITIONAL PAYMENT SHALL BE WARRANTED OR APPROVED BY THE OWNER OR THE ARCHITECT. SHOULD THE SERVICES OF THE ARCHITECT AND/OR ARCHITECT'S CONSULTANTS BE REQUIRED TO REMEDY OR REVISE THE CONSTRUCTION DUE TOERRORS AND/OR OMISSIONS BY SUBCONTRACTOR, COMPENSATION FOR THESE SERVICES SHALL BE MADE BY THE GENERAL CONTRACTOR THROUGH THE CHANGE ORDER PROCESS OR BY SEPARATE AGREEMENT WITH THE ARCHITECT AND/OR ARCHITECT'S CONSULTANTS.

14. ALL WORK DETAILED IN THESE CONSTRUCTION DOCUMENTS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR WHO SHALL SUBCONTRACT AND/OR ASSIGN PORTIONS OF THE WORK TO THE MOST QUALIFIED TRADE. FAILURE BY ANY SUBCONTRACTOR TO INCLUDE CERTAINWORK REQUIRED SHALL NOT RELIEVE THE GENERAL CONTRACTOR OF ITS RESPONSIBILITY AS PART OF THE CONTRACT FOR CONSTRUCTION TO PROVIDE A COMPLETE JOB.

15. CONTRACTOR IS TO COORDINATE AND ORGANIZE THE CONSTRUCTION PROCESS AND COMPLETE SAME IN A MANNER WHICH LEAST IMPACTS THE OWNER. SEE PROJECT MANUAL DIVISION 01, SECTION 1000.17 - "COORDINATION WITH OCCUPANTS."16. A 'PUNCH LIST' SHALL BE PREPARED BY THE CONTRACTOR LISTING ALL ITEMS WHICH NEED TO BE COMPLETED, MODIFIED, CORRECTED OR REPLACED AND SUBMITTED TO ARCHITECT/OWNER. THE ARCHITECT SHALL THEN VISIT THE SITE TO REVIEW AND, IF THE LIST IS NOT REASONABLY

COMPLETE, SHALL DIRECT THE CONTRACTOR TO COMPLETE THE LIST. THE FINAL PUNCH LIST SUBMITTED BY THE CONTRACTOR SHALL BE REVIEWED AND SUPPLEMENTED BY THE ARCHITECT/OWNER.17. SUBCONTRACTOR SHALL DELIVER TO OWNER PRIOR TO FINAL PAYMENT ALL GUARANTIES, WARRANTIES AND TWO COPIES OF ALL MANUALS AND OPERATING INSTRUCTIONS AND ARRANGE TO GIVE PHYSICAL DEMONSTRATION OF ALL EQUIPMENT TO OWNER OR HIS REPRESENTATIVE.18. ALL LABOR AND MATERIALS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE (1) YEAR FROM DATE OF SUBSTANTIAL COMPLETION, EXCEPT LONGER AS REQUIRED IN THE DRAWINGS AND/OR SPECIFICATIONS.19. ALL NEW CONSTRUCTION MUST MEET FEDERAL AND STATE BARRIER FREE REQUIREMENTS.20. MATERIAL OR SYSTEMS SHALL BE INSTALLED ACCORDING TO EXACT MANUFACTURER'S INSTALLATION INSTRUCTIONS.21. ALL MATERIALS USED DURING CONSTRUCTION SHALL BE NEW AND FREE FROM BLEMISHES, NO USED MATERIALS WILL BE ALLOWED, EXCEPT AS NOTED HEREIN. COORDINATE WITH ARCHITECT AND OWNER/REPRESENTATIVE IN ADVANCE.22. DELIVERY AND STORAGE OF ALL MATERIAL SHALL BE ACCEPTABLE TO MANUFACTURER'S PRODUCT, REVIEW BY THE ARCHITECT AND SHALL PROVIDE COMPLETE PROTECTION OF PRODUCT.23. GENERAL CONTRACTOR SHALL VERIFY FINAL SELECTION OF ALL FINISHES WITH ARCHITECT AND OWNER. SUBMIT SAMPLES FOR REVIEW.24. FIRE EXTINGUISHERS SHALL BE PROVIDED BY GENERAL CONTRACTOR AND LOCATED AS REQUIRED BY CODE DURING CONSTRUCTION.25. CONCRETE SLABS SHALL BE LEVELED AND PREPARED TO RECEIVE FLOOR FINISH PER FINISH SCHEDULE.26. WHEREVER DISSIMILAR METALS CONTACT EACH OTHER, AND ARE SEPARATED FURTHER ON THE BELOW SCALE THAN BY A SINGLE INTERMEDIATE METAL, THE CONTACTING SURFACES SHALL BE INSULATED FROM EACH OTHER BY A BITUMINOUS COATING, 15# ASPHALT SATURATED FELT

OR OTHER ARCHITECT APPROVED MEANS. METALS ARRANGED IN ORDER OF GALVANIC ACTIVITY: ALUMINUM, ZINC, GALVANIZED IRON, TIN ON STEEL, LEAD (HARD), STAINLESS STEEL, COPPER, MONEL.27. PRIOR TO FINAL COMPLETION, CONTRACTOR SHALL THOROUGHLY CLEAN ALL SURFACES.28. PRIOR TO FINAL COMPLETION, CONTRACTOR TO ASSEMBLE AND DISTRIBUTE PUNCHLIST OF ITEMS TO COMPLETE. LIST SHALL BE REVIEWED AT CONTRACTOR'S SCHEDULED WALKTHROUGH WITH OWNER AND ARCHITECT. LIST SHALL BE REVISED AS REQUIRED TO COMPLETE WORK.

PROJECT TEAM

VICINITY MAP

GENERAL NOTES:

OWNER:POJOAQUE VALLEY SCHOOL DISTRICT1574 STATE ROAD 502 WESTSANTA FE, NM 87506T: 505.455.2282

ARCHITECT:LIVING DESIGNS GROUP ARCHITECTSDOUGLAS PATTERSON, AIA122A DOÑA LUZ ST.TAOS, NM 87571T: 575.751.9481

north

ABBREVIATIONS

@ ATA.F.F. ARCHITECTURAL FINISH FLOORB.O. BOTTOM OFCFCI CONTRACTOR FURNISHED & INSTALLEDCMU CONCRETE MASONRY UNITDIA. DIAMETER(E) EXISTINGEL. ELEVATIONEXT. EXTERIORFDN FOUNDATIONFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORH HORIZONTALINSUL. INSULATIONINT INTERIORMTL METAL(N) NEWNTS NOT TO SCALEN.I.C. NOT IN CONTRACTNA NOT APPLICABLEO.C. ON CENTEROSB ORIENTED STRAND BOARDOFCI OWNER FURNISHED/ CONTRACTOR INSTALLEDOFOI OWNER FURNISHED/ OWNER INSTALLED

1574 STATE ROAD 502 WESTSANTA FE, NM 87506

P.T. PRESSURE TREATEDREF. REFER TOSIM. SIMILARSPEC. SPECIFICATION; SEE PROJECT MANUALSTRUCT. STRUCTURAL; SEE STRUCTURALT&G TONGUE AND GROOVET.O. TOP OFT. FIN. TOP OF FINISHTYP. TYPICALU.N.O. UNLESS NOTED OTHERWISEV VERTICALV.I.F. VERIFY IN FIELDW/ WITHWD WOOD

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POJOAQUE VALLEY HIGH SCHOOLBASEBALL FIELD IMPROVEMENTS

SHEET INDEX

GENERALG-100 COVER SHEET

CIVILC1 BASEBALL FIELD GRADING & DRAINAGE

ARCHITECTURAL DEMOLITIONAD-100 DEMOLITION PLANAD-101 DEMOLITION IMAGES

ARCHITECTURALA-100 EXISTING CONDITIONS SITE PLANA-101 PROPOSED SITE PLANA-102 AREA OF CONSTRUCTION PLANA-103 ENLARGED AREA 1 PLANA-200 BASEBALL FIELD LAYOUTA-201 BASEBALL FIELD FENCING PLANA-202 POLE-TO-POLE NETTING SYSTEM PLAN & DETAILSA-203 POLE-TO-POLE NETTING SYSTEM (LEFT FIELD)A-204 BASEBALL FIELD CONCRETE CURB PLANA-205 BASEBALL INFIELD LAYOUT PLANA-206 BASEBALL FIELD COMPONENTSA-207 BASEBALL FIELD DETAILSA-208 DUGOUT CANOPY PLANS & DETAILSA-209 FENCE DETAILSA-210 BATTING TUNNEL

BASE

BALL

FIE

LD IM

PROV

EMEN

TS

CONSTRUCTION DOCUMENTS

FF=114.91'

FF=114.87'

FF=114.90'

FF=112.03'

FF=99.96'

FF=99.93'

FF=99.94'

FF=99.92'

ASPHALT

PORTABLE

FOUL

POLE

BATTING CAGE

(NETTING)

BATTING CAGE

CO

CONC PAD

DISCUS THROW

SCORE

BOARD

C

O

N

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G

B

L

SCORE

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B

L

B

L

B

L

B

L

B

L

B

L

B

L

B

L

C

O

N

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W

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LK

C

O

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GATE

GATE

c

R

L

BL

CO

CLK

FEN

CE

CLK

FEN

CE

CO

WTR

MH

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BL

GATE

MORGAN

SHED

(2)

MORGAN

SHED

M

ETA

L FEN

C

E

C

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"HOME"

DUG-OUT

8"

ANOUNCER

STAND

P

P

P

CO

CO

RR

-TIE

CONC

PAD

ASP

HA

LT

ASPHALT

BRICK

END

FNC

END

MTL

FNC

ASP

HA

LT

CO

CO

P3867

STAIRS

T

E

N

T

G

A

Z

E

B

O

C

O

N

C

W

A

L

K

C

O

N

C

W

A

L

K

C

O

N

C

W

A

L

K

PLTR

PLTR

PLTR

PLTR

PLTR

PLTR

PLTR

PLTR

PLTR

BEN LUJAN GYM

TRACTOR

STORAGE

CO

NC

.

(4) TIMING

MECHANISM

(INTERCOM/

FIRE ALARM BOX)

CONDUITS

ccc

CONDITIONING

ROOM

L-1 SINGLE,

R-1 DBL DOORS

APPROX 9'

"VISITOR"

DUG-OUT

METAL

FRAME

RU

N

RU

N

BO

X

BO

X

T

E

N

T

G

A

Z

E

B

O

P

S

S

FOUL

POLE

B

L

(5)(3)

B

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E

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A

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SERVICE

CONDUIT

SERVICE

CONDUIT

ASPHALT

CURB &

GUTTER

GATE

99.00

99.00

99.00

99.00

99

99

0

0

0

1

TW 5806.00

BW 5802.20

TW 5806.00

BW 5802.20

TW 5804.00

BW 5801.10

TW 5804.00

BW 5801.20

TW 5806.00

BW 5802.20

TW 5805.00

BW 5802.20

TW 5804.00

BW 5802.20

98

9

7

9

9

97

9

8

PROJECT LOCATION

Vicinity Map

Drainage Calculations

SCALE: 1" = 30'

00 30' 60'

1" = 30'

Legend

EXISTING CONTOUR

EXISTING SPOT ELEVATION

NEW CONTOUR

NEW 2x2 STORM DRAIN INLET

NEW 24" DIA INLET

TOP OF GRATE

TOP OF WALL

BOTTOM OF WALL

INVERT

5800

01

TG

TW

BW

INV

NEW 12" PVC STORM DRAIN

R E V I S I O N S

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NO

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5/17

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G A

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DRA

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1" =

30'

(ALL SYMBOLS MAY NOT BE REPRESENTED)

curb

GYMNASIUM

HIGH SCHOOL

5

7

1

2

2 3

3

4

5

5

5

5

6

6

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2

2

9

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3

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5

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7

8

9

10

11

12

DEMO ITEMS:TREE, PLANTERS ETC..

EXISTING TO REMAIN

WORK AREA BOUNDARY

PHOTO IDENTIFICATIONX

1. THIS PLAN IS TO BE USED IN CONJUNCTION WITH THE ENTIRE SET OFCONSTRUCTION DRAWINGS. DO NOT REMOVE ANY COMPONENTSWITHOUT VERIFYING RELATIONSHIP TO OVERALL PROJECT.

2. PRIOR TO BEGINNING EXCAVATION, THE CONTRACTOR SHALL MEETWITH OWNER'S REPRESENTATIVE TO CONFIRM DEMOLITION PLAN.

3. CONTRACTOR TO PROVIDE SAFETY FENCING AT PLAY AREA OR CLOSE OFFPLAY AREA DURING CONSTRUCTION.

4. VERIFY LOCATIONS OF ALL EXISTING ABOVE AND UNDERGROUNDUTILITIES PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR TOPROTECT EXISTING UTILITIES AND IS RESPONSIBLE FOR REPAIRINGDAMAGE TO UTILITIES ENCOUNTERED DURING CONSTRUCTION.

5. SITE DEMOLITION STOPS AT PROPERTY LINES, UNLESS OTHERWISENOTED.

6. DEBRIS CREATED BY REMOVAL OPERATIONS WILL BECOME THEPROPERTY OF THE CONTRACTOR AND IS TO BE LEGALLY DISPOSED OFAWAY FROM THE JOB SITE.

7. CONTRACTOR SHALL PROTECT EXISTING LANDSCAPE AREAS ADJACENTTO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR IN KINDREPLACEMENT OF ANY DAMAGED LANDSCAPE COMPONENTS.

8. CONTRACTOR TO PROVIDE SUPPLEMENTAL WATERING FOR EXISTINGVEGETATION TO REMAIN DUE TO NON-OPERATIONAL IRRIGATIONSYSTEM AND CONSTRUCTION RELATED STRESSES. ALL OTHERCOMPONENTS TO BE REMOVED AND OR PROTECTED ARE NOTED ONPLAN.

9. CONTRACTOR TO COORDINATE TERMINATION AND RE-CONNECT OFEXISTING IRRIGATION LINE(S) IN LIMITS OF WORK AREA WITH OWNER'SIRRIGATION CONTRACTOR.

10. CONTRACTOR TO KILL EXISTING VEGETATION IN AREA OF NEW ARTIFICIALTURF, PAVERS AND CRUSHER FINES AS REQUIRED. GC TO USE RANGERPRO WEED KILLER.

11. ALL EXISTING FENCING AROUND BASEBALL FIELD TO BE REMOVED IN IT'SENTIRETY. COORDINATE W/ OWNER TO SEE WHICH FENCING IS TO BERETAINED BY OWNER.

12. CONTRACTOR TO DISCONNECT EXISTING SPRINKLER SYSTEM AS REQUIRED.

SCALE:

REVISIONS:

DRAFTED BY:

NO DATE DESCRIPTION

ISSUE DATE:

APPROVED BY:

ISSUED FOR:

PROJ. NO:

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As indicated

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DEMOLITIONPLAN

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2017-510

1" = 30'-0"1 DEMOLITION PLAN

DEMOLITION NOTES:

DEMOLITION LEGEND:

KEYED NOTES: X

1. REMOVE EXISTING BASEBALL BACKSTOP IN IT'S ENTIRETY.2. REMOVE EXISTING 4'-0" TALL CHAIN LINK FENCE ABOVE EXISTING CONCRETE

STEM. EXISTING CONCRETE STEM WALL TO REMAIN.3. REMOVE EXISTING 4'-0" TALL BASEBALL DUGOUT FENCING IN IT'S ENTIRETY.4. REMOVE EXISTING 20'-0" CHAINLINK GATE IN IT'S ENTIRETY.5. REMOVE EXISTING 8'-0" TALL BASEBALL FIELD PERIMETER CHAINLINK FENCE

AND ASSOCIATED MAN GATES IN IT'S ENTIRETY.6. REMOVE EXISTING FOUL POLE IN IT'S ENTIRETY.7. REMOVE EXISTING BATTING CAGE, FABRIC , POLES ETC. IN IT'S ENTIREY.8. REMOVE EXISTING RAILROAD TIE BORDER IN IT'S ENTIREY.9. CONTRACTOR TO REMOVE AND RELOCATED EXISTING STORAGE SHED.

OWNER TO PROVIDE NEW LOCATION.10. DEMOLISH EXISTING CONCRETE SLAB IN IT'S ENTIRETY.11. EXISTING SCOREBOARD TO BE REMOVED AND RELOCATED.12. EXISTING SCOREBOARD TO BE REMOVED IN IT'S ENTIRETY.13. REMOVE EXISTING GRASS/EARTH SURFACE WITHIN THE LIMITS OF

CONSTRUCTION, CONTRACTOR TO BE RE-GRADED AND PREP FOR NEWKENTUCKY BLUEGRASS SEED. CONTRACTOR TO DISCONNECT EXISTINGSPRINKLER SYSTEM AS REQUIRED. GENERAL CONTRACTOR TOSTOCKPILE MATERIAL ON SITE. LOCATION TO BE DETERMINED.


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1. THIS PLAN IS TO BE USED IN CONJUNCTION WITH THE ENTIRE SET OFCONSTRUCTION DRAWINGS. DO NOT REMOVE ANY COMPONENTSWITHOUT VERIFYING RELATIONSHIP TO OVERALL PROJECT.

2. PRIOR TO BEGINNING EXCAVATION, THE CONTRACTOR SHALL MEETWITH OWNER'S REPRESENTATIVE TO CONFIRM DEMOLITION PLAN.

3. CONTRACTOR TO PROVIDE SAFETY FENCING AT PLAY AREA OR CLOSE OFFPLAY AREA DURING CONSTRUCTION.

4. VERIFY LOCATIONS OF ALL EXISTING ABOVE AND UNDERGROUNDUTILITIES PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR TOPROTECT EXISTING UTILITIES AND IS RESPONSIBLE FOR REPAIRINGDAMAGE TO UTILITIES ENCOUNTERED DURING CONSTRUCTION.

5. SITE DEMOLITION STOPS AT PROPERTY LINES, UNLESS OTHERWISENOTED.

6. DEBRIS CREATED BY REMOVAL OPERATIONS WILL BECOME THEPROPERTY OF THE CONTRACTOR AND IS TO BE LEGALLY DISPOSED OFAWAY FROM THE JOB SITE.

7. CONTRACTOR SHALL PROTECT EXISTING LANDSCAPE AREAS ADJACENTTO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR IN KINDREPLACEMENT OF ANY DAMAGED LANDSCAPE COMPONENTS.

8. CONTRACTOR TO PROVIDE SUPPLEMENTAL WATERING FOR EXISTINGVEGETATION TO REMAIN DUE TO NON-OPERATIONAL IRRIGATIONSYSTEM AND CONSTRUCTION RELATED STRESSES. ALL OTHERCOMPONENTS TO BE REMOVED AND OR PROTECTED ARE NOTED ONPLAN.

9. CONTRACTOR TO COORDINATE TERMINATION AND RE-CONNECT OFEXISTING IRRIGATION LINE(S) IN LIMITS OF WORK AREA WITH OWNER'SIRRIGATION CONTRACTOR.

10. CONTRACTOR TO KILL EXISTING VEGETATION IN AREA OF NEW ARTIFICIALTURF, PAVERS AND CRUSHER FINES AS REQUIRED. GC TO USE RANGERPRO WEED KILLER.

11. ALL EXISTING FENCING AROUND BASEBALL FIELD TO BE REMOVED IN IT'SENTIRETY. COORDINATE W/ OWNER TO SEE WHICH FENCING IS TO BERETAINED BY OWNER.

12. CONTRACTOR TO DISCONNECT EXISTING SPRINKLER SYSTEM AS REQUIRED.

DEMO ITEMS:TREE, PLANTERS ETC..

EXISTING TO REMAIN

WORK AREA BOUNDARY

PHOTO IDENTIFICATIONX

SCALE:

REVISIONS:

DRAFTED BY:

NO DATE DESCRIPTION

ISSUE DATE:

APPROVED BY:

ISSUED FOR:

PROJ. NO:

Z:\0

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1/4" = 1'-0"

AD-101

DEMOLITIONIMAGES

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1

10

2

3 4

DEMOLITION NOTES:

DEMOLITION LEGEND:

KEYED NOTES: X

1. REMOVE EXISTING BASEBALL BACKSTOP IN IT'S ENTIRETY.2. REMOVE EXISTING 4'-0" TALL CHAIN LINK FENCE. EXISTING CONCRETE STEM WALL

TO REMAIN.3. REMOVE EXISTING 4'-0" TALL BASEBALL DUGOUT FENCING IN IT'S ENTIRETY.4. REMOVE EXISTING 20'-0" CHAINLINK GATE IN IT'S ENTIRETY.5. REMOVE EXISTING 8'-0" TALL BASEBALL FIELD PERIMETER CHAINLINK FENCE AND

ASSOCIATED MAN GATES IN IT'S ENTIRETY.6. REMOVE EXISTING FOUL POLE IN IT'S ENTIRETY.7. REMOVE EXISTING BATTING CAGE, FABRIC , POLES ETC. IN IT'S ENTIREY.8. REMOVE EXISTING RAILROAD TIE BORDER IN IT'S ENTIREY.9. CONTRACTOR TO REMOVE AND RELOCATED EXISTING STORAGE SHED. OWNER TO

PROVIDE NEW LOCATION.10. DEMOLISH EXISTING CONCRETE SLAB IN IT'S ENTIRETY.11. EXISTING SCOREBOARD TO BE REMOVED IN IT'S ENTIRETY AND

RELOCATED.12. EXISTING SCOREBOARD TO BE REMOVED IN IT'S ENTIRETY.13. REMOVE EXISTING GRASS/EARTH SURFACE WITHIN THE LIMITS OF

CONSTRUCTION, CONTRACTOR TO BE RE-GRADED AND PREP FOR NEWKENTUCKY BLUEGRASS SEED. CONTRACTOR TO DISCONNECT EXISTINGSPRINKLER SYSTEM AS REQUIRED. GENERAL CONTRACTOR TOSTOCKPILE MATERIAL ON SITE. LOCATION TO BE DETERMINED.

5 6 7 8

9 10 11 12

6 5

9 8

53 2 1 1 13

13 13 12 712 5


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c

c

c

cccccccc

5796

5796

5797

5797

5797

5796

5806

5812

5804

5798

5799

5803

5801

5802

5798

5799

5801

5802

5803

5804

5804

5798

5801

5799

5802

5803

5804

5806

5806

5807

5808

5811

5812

5813

5814

5806

5807

5808

5809

5811

5812

5813

58145816

5816

5814

5812

5813

5814

5811

58095808

5807

5806

5803

5802

5799

5799

5801

5804

58065806

5808

5812

ENDFNC

ENDMTLFNC

ENDMTLFNC

8"

STAIRS& RAMP

STAI

RS

& R

AMP

S TAI

RS

& R

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CLK

FEN

CE

CLK

FEN

CE

CLK FEN

CE

METAL FENCE

RETAINING WALL

CURB

c

5795

5795

5795

5805

5810

5800

5800

5800

5805

5805

5810

5810

5815

5815

5815

5805

5800

5800

5805

5810

ASPHALT

FOULPOLE

BATTING CAGE(NETTING)

BATTING CAGE

CO

LON

G J

UM

P AR

EA

CONC PADDISCUS THROW

SCOREBOARD

CONCESSIONBLDG

BLSCOREBOARD

BL

BL BL

BL

BL

BL

BLBL

CONC WALK

CONC WALK

GATE

GATE

R

L

BL

WTRMH

BL

BL

GATE

MORGANSHED

(2)

MORGANSHED

"HOME"DUG-OUT

ANOUNCERSTAND

P

P WELLHEAD

WELLHOUSE

RR

-TI E

CONCPAD

ASPH

ALT

ASPHALT

ELKSCULPTURE

BRICK

ASPH

ALT

ASPH

ALT

TRACTORSTORAGE

CO

NC

.

GATE

"VISITOR"DUG-OUT GATE

METALFRAME

RU

N

RU

NBO

XBO

X

SS

FOULPOLE

BL

SERVICECONDUIT

SERVICECONDUIT

LANDINGAREA

LANDINGAREA

GATE

LID LABELLED"WATER"

BW 104.4'

98.7'

TW 105.1'

BW 103.8'TW 105.0'

116.3'

116.6'

99.2'

BW91.7'

109.7'

TW103.9'

TW104.0'

TW 95.1'BW 95.1' TW

95.1'

TW95.1'

TW95.0'

TW95.0'

TW94.8'

TW94.8'

TW94.9'

TW94.9'

TW 94.8'

TW 94.9'BW 92.0'

BW 91.5'

BW91.5'

BW91.6'

TBC95.2'

TBC95.0'

TBC94.7'

TBC95.4'

BW92.5'

TBC95.8'

TBC95.3'

BW91.9'

95.5'

95.6'

95.0'

94.6'

96.3'

TBC96.6'

102.9'

98.5'

97.6'

98.9'

99.7'

98.9'

98.7'

TW 109.1'

TW 106.1'

TW 100.5'

TW 100.2'

TW 100.3'

TW 100.8'

BW 100.4'

BW 99.3'

BW 99.8'

BW 100.5'

TW 103.5'

BW 103.0'

TW 102.2'

TW 101.3'

BW 101.7'

BW 105.2'

BW 105.7'104.9'

TW 108.7'

TW 106.1'

108.8'

TW 108.6'

109.7'

109.1'

108.5'

107.6'

106.7'

104.3'

BW 105.7'

BW 105.6'

113.4'

113.7'

110.4'

105.1'

110.2'

112.0'

111.8'

110.7'

112.0'

111.3'111.7'

110.4'

114.9'

113.6'

113.3'114.4'

113.4'

113.2'

113.3'

114.4'

114.3'

105.0'

105.0'

BW101.9'

BW100.0'

102.2'

99.1'

109.1'

109.4'

109.0'108.9'

99.5'

99.4'

99.5'

99.6'

CO

CO

CO

CO

CO

CO

CO

CO

CO

P3867

CO

GAZ

GAZ

EAVE

DRAIN

BENCHGAZ

TENT

GAZEBO

CONC WALK

CONC WALK

CONC W

ALK

CONC W

ALK

PLTR

PLTR

PLTR

PLTR

PLTR

PLTR

PLTR

PLTR

PLTR

TENT

GAZEBO

PLASTICUTILITYBOX

BIKE RAC

K

ASPHALTPARKINGLOT

CURB &GUTTER

TBC108.1'

DI INV 91.5'

TOP 2' DIA DI91.2'

TOP 1.5' DIADI 91.31'

TOP 1.5' DIADI 91.4'

12" PVC PIPEINV 91.4'

BW91.5'

99.8'

100.0'

103.02'

6" PIPEINV 109.9'

96.75'

97.09'

97.05'

97.01'

TBC 94.7'FL 94.3'

114.8' 114.3' 114.4'

117.3' 116.0'116.7'

113.5'

114.0'

116.4'

116.8'

115.7'

116.6'

114.7'

114.7'

114.7'

114.5'

114.4'

103.6'

103.6'

RIM106.1'

RIM99.9'

RIM115.3'

RIM116.9'

INV18" CMP96.8'

104.4'

FF=102.4'

FF=101.02'

105.3'

curb

1. SOURCE OF BASE INFORMATION HIGH DESERT SURVEYING, INC. AND ISASSUMED TO BE CORRECT. REPORT ANY DISCREPANCIES IMMEDIATELYTO THE CLIENT'S REPRESENTATIVE.

2. GENERAL CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING UTILITYLOCATIONS.

3. VERIFY LOCATIONS OF PERTINENT SITE IMPROVEMENTS INSTALLED UNDEROTHER SECTIONS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUETO SITE CONDITIONS, CONTACT CLIENT'S REPRESENTATIVE FORINSTRUCTIONS PRIOR TO COMMENCING WORK.

4. CONTACT THE LOCAL UNDERGROUND UTILITY SERVICES FOR UTILITYLOCATION AND IDENTIFICATION.

5. PERFORM EXCAVATION IN THE VICINITY OF UNDERGROUND UTILITIES WITHCARE AND BY HAND, IF NECESSARY. THE CONTRACTOR BEARS FULLRESPONSIBILITY FOR THIS WORK AND DISRUPTION OR DAMAGE TOUTILITIES SHALL BE REPAIRED IMMEDIATELY AND AT NO EXPENSE TO THEOWNER.

6. CONSTRUCTION LIMITS ARE SHOWN FOR MAJOR WORK ONLY.RELOCATE AS NECESSARY TO SECURE WORK FOR UTILITY CONNECTIONS,SITE WORK, ETC. BEYOND LIMITS SHOWN. THE CONTRACTOR SHALL CONFINEHIS OPERATIONS TO THE CONSTRUCTION LIMITS OF THE PROJECT AND IN NOWAY SHALL ENCROACHMENT OCCUR ONTO ADJACENT PROPERTIES.

7. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN. CONTRACTOR TOREPAIR ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES TO THESATISFACTION OF OWNER.

8. THE CONTRACTOR SHALL CONFINE HIS OPERATIONS TO THE CONSTRUCTIONLIMITS OF THE PROJECT AND IN NO WAY SHALL ENCROACHMENT OCCURONTO ADJACENT PROPERTIES.

9. FOR ALL CONCRETE USED, THE DESIGN COMPRESSIVE STRENGTH AT 28DAYS SHALL BE 3500 PSI, 6 BAG MIX AND MAXIMUM AGGREGATE SIZE OF3/4". PERCENTAGE OF AIR ENTRAINMENT IN THE CONCRETE AT THEPROJECT SITE SHALL BE IN THE RANGE OF 4 TO 7 PERCENT.

10. THE CONTRACTOR SHALL IMPLEMENT THE NECESSARY SITE EROSIONCONTROL DEVICES FOR INHIBITING DUST, WIND AND AIR SEDIMENTMOVEMENT OFFSITE DURING ALL PHASES OR STAGES OF CONSTRUCTION.

11. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE TO ALL EXISTING DROPINLETS AND DRAINAGE CHANNELS.

12. CONTRACTOR IS RESPONSIBLE FOR ENGAGING AND PROVIDING A FULLYOPERATION IRRIGATION SYSTEM TO NEW NATURAL GRASS OUTFIELD.

GYMNASIUM

HIGH SCHOOL

S 78˚58'31"E

1318.41'

N 00˚0

7' 4

1"E

1678

.47' S 79˚02'18"E

221.68'

384.25'

S 78˚55'06" E

377.91'

N 79˚01'03" W

285.09'

657.28'

S 00˚1

1' 4

0" W

1678

.66'

N 00˚1

3' 0

7" E

1. PRIOR TO BEGINNING EXCAVATION, THE CONTRACTOR SHALL MEET WITHOWNER'S REPRESENTATIVE TO CONFIRM GRADING PLAN.

2. VERIFY ACTUAL LOCATION AND ELEVATION IN THE FIELD OF ALL EXISTINGUNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION.

3. CONTRACTOR TO PROTECT EXISTING UTILITIES AND IS RESPONSIBLE FORREPAIRING DAMAGE TO UTILITIES ENCOUNTERED DURING CONSTRUCTION.

4. NOTIFY LOCAL UNDERGROUND SERVICE COMPANIES FOR UTILITY FINDS 48HOURS PRIOR TO ANY EXCAVATION.

5. CONFIRM AND REVIEW GRADES WITH OWNERS REPRESENTATIVE. PRIOR TOSETTING FORMS.


7. DEBRIS CREATED BY REMOVAL OPERATIONS WILL BECOME THE PROPERTY OFTHE CONTRACTOR AND IS TO BE LEGALLY DISPOSED OF AWAY FROM THE JOBSITE.

8. ALL NEW CONSTRUCTION TO HAVE SMOOTH CONTINUOUS TRANSITIONS TOEXISTING CONCRETE, UNLESS NOTED OTHERWISE.

SCALE:

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JSRLDG

2017-510

1" = 100'-0"1 EXISTING CONDITIONS SITE PLAN

GENERAL CONDITIONS NOTES:

GRADING NOTES:

1574

STA

TE R

OAD

502

WES

T, S

ANTA

FE

, NM

875

06

BASE

BALL

FIE

LD IM

PROV

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north

curbGYMNASIUM

28,557 SFARTIFICIALTURF INFIELD

22,130 SFCRUSHER FINESWARNING TRACK &FOUL TERRITORY

56,134 SFNATURALGRASS

HIGH SCHOOL

S 78˚58'31"E

1318.41'

N 00˚0

7' 4

1"E

1678

.47' S 79˚02'18"E

221.68'

50.72'

384.25'

S 78˚55'06" E

377.91'

N 79˚01'03" W

285.09'

657.28'

S 00˚1

1' 4

0" W

1678

.66'

N 00˚1

3' 0

7" E





















SYMBOL DESCRIPTION

NEW SEEDED GRASS SURFACE

NEW ARTIFICIAL TURF SURFACE; GREEN

NEW ARTIFICIAL TURF SURFACE; BROWN

EXISTING BUILDING; TO REMAIN

NEW CONCRET

NEW CRUSHER FINES AREA

EXISTING SIDEWALK;TO REMAIN

LIMITS OF CONSTRUCTION

NEW BASEBALL FIELD PERIMETERCHAIN LINK FENCE

NEW POLE AND NET SYSTEM

SCALE:

REVISIONS:

DRAFTED BY:

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ISSUE DATE:

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ISSUED FOR:

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A-101

PROPOSEDSITE PLAN

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AuthorChecker

2017-510


GRADING NOTES:

LEGEND:

1574

STA

TE R

OAD

502

WES

T, S

ANTA

FE

, NM

875

06

BASE

BALL

FIE

LD IM

PROV

EMEN

TS

PROPOSED SITE PLAN

1"=100'-0"1

north


curb

HIGH SCHOOL

A-1031

GYMNASIUM

28,557 SFARTIFICIALTURF INFIELD

22,130 SFCRUSHER FINESWARNING TRACK &FOUL TERRITORY

56,134 SFNATURAL GRASS

340'

300'

300'

7,043 SF TURF

PLEASE VERIFY THAT ALL ROOFDRAINS OUTLETS ALONG AREAOF PROJECT SCOPE WEREPICKED UP

NEW DOUBLEBASEBALL BATTINGTUNNEL

NEW SIDEWALK

NEW POLE TO POLE BACKSTOPNETTING SYSTEM AND CMURETAINING WALL

NEW PERIMETERCHAIN LINKFENCING

SYMBOL DESCRIPTION





NEW CONCRET


























SCALE:

REVISIONS:

DRAFTED BY:

NO DATE DESCRIPTION

ISSUE DATE:

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ISSUED FOR:

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AREA OFCONSTRUCTION

SCOPE PLAN

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LDGLDG

2017-510

1" = 50'-0"1 OVERALL SCOPE PLAN


GRADING NOTES:

LEGEND:

1574

STA

TE R

OAD

502

WES

T, S

ANTA

FE

, NM

875

06

BASE

BALL

FIE

LD IM

PROV

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curb

SYMBOL DESCRIPTION





NEW CONCRET


























HIGH SCHOOL

EXISTING DUGOUT;TO REMAIN

NEW BASEBALLFIELD FENCING

EXISTING DUGOUT;TO REMAIN

EXISTING PRESS BOX;TO REMAIN

NEW CONCRETEWALK

NEW BULLPEN AREA

21,770 SFTURF INFIELD

56,134 SFNATURAL GRASS

NEW BULLPEN AREA

300'

340'

300'

NEW POLE &NET SYSTEM

NEW POLE &NETTING SYSTEMATTACHED TO NEWSPLIT FACE CMUBLOCK WALL

EXISTING STEM WALLTO REMAIN

EXISTING STEM WALLTO REMAIN

GYMNASIUM

NEW BASEBALL DOUBLETENSION BATTING TUNNEL34

' - 0

"

85' - 0"

EXISTING BLEACHERTO BE RE-USED

EXISTING BLEACHERTO BE RE-USED

RELOCATEDSCOREBOARD;EXACT LOCATION TOBE DETERMINED INFIELD

5' - 0"

191'

- 9"

34' -

2"

11' - 8"

10' - 0"

51' - 2"23' - 0"

46' -

8"

7' - 5"

13' -

5"9' - 0" 50' - 8"23' - 1"

62' - 0"

SCALE:

REVISIONS:

DRAFTED BY:

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A-103

ENLARGEDAREA PLAN

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2017-510


GRADING NOTES:

LEGEND:

1574

STA

TE R

OAD

502

WES

T, S

ANTA

FE

, NM

875

06

1/32" = 1'-0"1 ENLARGED AREA 1

BASE

BALL

FIE

LD IM

PROV

EMEN

TS


3

A-206A3

2

22

1

1 1

3

3

4

5

5

6 7

6 7

67

8

8

11

20

12

9

8

5

9

10

8

8

7

8

14

14

300' - 0"

300'

- 0"

340'

- 0"

1515

9

16 16

17

17

19

20

21

13

13

13

13

22 8

1

340'

300'

300'

3

23

23

232424

18

37'-0" TALL BACKSTOP NETTING SYSTEM

5'-0" TALL DUGOUTENCLOSURE FENCE

CRUSHER FINES

ARTIFICIAL TURF; BROWN

ARTIFICIAL TURF; GREEN

NATURAL GRASS SEEDEDAREA; KENTUCKY BLUEGRASS

8'-0" TALL CHAIN LINK FENCE

20'-0" x 40'-0" TALL CHAIN LINKFENCE "HITTER EYE"

2

1

2

11

18 18

1

GREEN TURF AREA = +/- 17,687BROWN TURF AREA = +/- 13,618

1. NEW ARTIFICIAL TURF SURFACE. COLOR GREEN2. NEW ARTIFICIAL TURF SURFACE. COLOR BROWN3. NEW CURSHER FINES SURFACE.4. NEW KENTUCKY BLUEGRASS SEEDED OUTFIELD SURFACE. CONTRACTOR

TO PROVIDE AND INSTALL FULLY OPERATIONAL IRRIGATION SYSTEM TOOUTFIELD GRASS SURFACE.

5. NEW 8"W x 12"D CONCRETE CURB. REFERENCE DETAILS B1&C1/A-2076. NEW CMU SPLIT FACE BLOCK RETAINING WALL. SEE CIVIL SHEETS.7. NEW 40'-0" TALL STANDARD POLE-TO-POLE BACKSTOP NETTING SYSTEM -

BASEBALL. SPORTSFIELD SPECIALTIES, TNPPB368. NEW 8'-0" TALL BASEBALL CHAINLINK FENCE SYSTEM WITH TOP RAIL

FENCE COVER, COLOR: YELLOW.9. NEW 4'-0" WIDE X 8'-0" TALL CHAIN LINK MAN GATE.10. NEW 16'-0" WIDE x 8'-0" TALL CHAIN LINK DOUBLE GATE.11. NEW 10'-0" WIDE X 8'-0" TALL CHAIN LINK SERVICE GATE.12. NEW DOUBLE OVERHEAD BASEBALL BATTING TUNNEL. SPORTSFIELD

SPECIALTIES MODEL: BTOBD (LGOBT-BD-P)13. NEW BASES.14. NEW 20'-0" TALL FOUL POLE.15. NEW 8" W x 24"D CONCRETE CURB FOR DUGOUT CANOPY STRUCTURE.

REFERENCE SHEET A-208.16. NEW 5'-0" TALL DUGOUT ENCLOSURE FENCE. HALF OF FENCE CORRUGATTED

METAL (CLOSEST TO DUGOUT) OTHER HALF WIRE MESH. REFERENCEC1/A-209. PROVIDE GUARD RAIL PADDING TOP AND SIDES, COLOR T.B.D.

17. NEW 5'-0" TALL DUGOUT ENCLUSRE FENCE. ENTIRE LENGTH WIRE MESH.18. 8'-0" TALL PURDUE "P" LOGO" - WHITE.19. INFIELD LINE WIDTH 2-1/2", WHITE (ARTIFICIAL TURF)20. BULL PEN AREA. PROVIDE HOME PLATE, PITCHERS PLATE AND MOUND.21. EXISTING RELOCATED SCOREBOARD. EXACT LOCATION TO BE DETERMINED

IN FIELD. REFERENCE NOTE 11. BASEBALL FIELD COMPONENTS ABOVE.22. NEW 20'-0" TALL X 40-0" WIDE CHAIN LINK FENCE "HITTERS EYE"

w/WINDSCREEN AND TOP AND SIDE RAIL FENCE COVER, COLOR: YELLOW.SEE ADD ALTERNATE #1 ABOVE FOR FURTHER INFORMATION.

23. NEW OUTFIELD FENCE SIGNAGE. 8" TALL.24. NEW WHITE ENAMELED FOUL LINE FROM CONCRETE CURB OUT TO FOUL

FOUL. REFERENCE DETAIL A1/A-200.

4" COARSE DRAINAGE GRAVEL

ARTIFICAL TURF

BASIS OF DESIGN:SHAW SPORTS TURF, INC.-TruHop 1.625"

COM[ACTED SUBGRADE/NATURAL SOIL

8" PROCESSSED & COMPACTED ANDROLLED SUBGRADE

3/4" FINE GRAVEL

PER PLAN

WHITE ENAMELED 1/4" X 4" STEEL FOUL LINE1

1

PREPARE STEEL FOR PRIMER WITH WHITE ENAMEL COATING (3 COATS)

2 1/4" X 4" PLATE STEEL

4

9" GALVANIZED SPIKE NAIL

1

2

3

4

TACK

2"9" SPIKE NAILS @ 24" O.C.

2"

SCALE:

REVISIONS:

DRAFTED BY:

NO DATE DESCRIPTION

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A-200

BASEBALLFIELD

LAYOUT

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2017-510

1" = 30'-0"A2 BASEBALL FIELD LAYOUT

GENERAL NOTES:

LEGEND:

1" = 60'-0"2 ARTIFICIAL TURF

KEYED NOTES:

1574

STA

TE R

OAD

502

WES

T, S

ANTA

FE

, NM

875

06

BASE

BALL

FIE

LD IM

PROV

EMEN

TS

1" = 1'-0"C1 ARTIFICIAL TURF typ.

1/16" = 1'-0"A1 FOUL LINE

WHITE ENAMELED FOUL LINEFROM CONCRETE CURB OUTTO FOUL POLE

WHITE ENAMELED FOUL LINEFROM CONCRETE CURB OUTTO FOUL POLE

1. SOURCE OF BASE INFORMATION IS HIGH DESERT SURVEYING, INC. AND ISASSUMED TO BE CORRECT.

2. AREA TAKEOFFS AND FENCE MEASUREMENTS ARE PROVIDED FORCLARITY ONLY. CONTRACTOR TO VERIFY ALL MEASUREMENTS. THEARCHITECT ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY,CONTRACTOR SHOULD VERIFY MEASUREMENTS PRIOR TO USE.

3. ALL BASEBALL FIELD AND BASEBALL FIELD COMPONENTS SHALL BECONSTRUCTED AND INSTALLED PER NFHS RULES AND REGULATIONS.

4. ALL BASEBALL FIELD COMPONENTS SHALL BE INSTALLED PERMANUFACTURER/SUPPLIER REGULATIONS UNLESS NOTED OTHERWISE.

5. ALL COLOR PALETTES WILL BE SELECTED DURING THE SHOP DRAWING/MATERIAL SUBMITTTAL REVIEW PROCESS UNLESS OTHERWISENOTED.

6. CONTRACTOR TO ENGAGE IRRIGATION CONSULTANT AND PROVIDE ANDINSTALL FULLY OPERATIONAL IRRIGATION SYSTEM TO NATURAL GRASSSURFACE.

BASEBALL FIELD COMPONENTS:

1. INFIELD SHALL BE ARTIFICIAL TURF, COLORS: GREEN AND BROWN2. WARNING TRACK AND FOUL BALL AREA TO BE CRUSHER FINES; BROWN3. HOME RUN FENCE (8 FT) TALL CHANLINK, TOP, MID AND BOTTOM RAIL

w/CHAIN LINK TOP RAIL FENCE COVER (POLY CAP); YELLOW4. 3'-0" TALL SPLIT FACE CMU BACKSTOP WALL w/BALL CONTROL STANDARD

POLE-TO-POLE NETTING SYSTEM (37'-0" HEIGHT) ABOVE WALL AND WALLPADDING. REFERENCE SHEET A-202.

5. DUGOUT FENCE (3'-6" HEIGHT) LEAN RAIL AND NEW STEEL SHADESTRUCTURE. PROVIDE POST AND RAIL PADDING.

6. FOUL POLE (20 FT. HEIGHT)7. PITCHER PLATE - (DIMENSIONS) 24"X6" AND ANCHORED PER

MANUFACTURERES RECOMMENDATIONS.8. BASES - (DIMENSIONS) 15"x15"x1 1/2"-3 1/2" THK. AND ANCHORED PER

MANUFACTURERS RECOMMENDATIONS.9. HOME PLATE - (DIMENSIONS)

FRONT EDGE = 17"SIDES PARALLEL TO BATTERS BOX = 8 1/2"

10. INFIELD LINE WIDTH IS 2-1/2"; WHITE11. EXISITNG SCOREBOARD TO BE RELOCATED AND CONTRACTOR

RESPONSIBLE FOR RE-INSTALLATION, RECONNECTING AND PROVIDINGELEMENTS I.E. BULBS, PAINT ETC. TO ENSURE SCOREBOARD IS WORKING

KEYED NOTES:

1. ADD ALTERNATE #1 - PROVIDE PRICINGFOR KENTUCKY BLUE GRASS SOD SURFACESYSTEM.


POLE-TO

-POLE

BACKSTOP NET

TING SYS

TEM

80' -

0"9 0

.00°

2' - 4"

8'-0"

TALL

CHAIN LINK FE

NCE

212'

- 6"

64' - 3"

8'-0" CHAINLINK FENCE

214' - 9"

14' -

3"

8'-0

" TAL

L CH

AINL

INK

FENC

E

POLE-TO-POLE BACKSTOP NETTING SYSTEM

60' - 0"

14' -

7"

8'-0

" TAL

L CH

AINL

INK

FENC

E

POLE-TO

-POLE

BACKSTOP N

ETTIN

G SYSTE

M

40' -

0"

POLE-TO-POLE BACKSTOP NETTING SYSTEM

40' - 0"

8'-0"

TALL

CHAINLINK FE

NCE

182'

- 9"

80' - 0"

10' -

0"

FENC

E PO

ST E

MBE

DDED

IN 8

"x24

" CON

CRET

E CU

RBTH

IS A

REA

FENC

E PO

ST E

MBE

DDED

IN 8

"x24

" CON

CRET

E CU

RBTH

IS A

REA

8'-0" TALL CHAINLINK FENCE

161' - 2"

2

2

5

33

1

2

3

2

4

9

6 6

A-2021

40' - 0"

64' - 2"

28

7 7

7732' - 0" 31' - 10"

20' - 3"

20' - 0"

2

A-203A1

37'-0" TALL BACKSTOP NETTING SYSTEM

5'-0" TALL DUGOUT ENCLOSUREMOUNTED ABOVE EXISTINGRETAINING WALL.

8'-0" TALL CHAIN LINK FENCE

20'-0" x 40'-0" TALL CHAIN LINKFENCE "HITTER EYE"

SCALE:

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A-201

BASEBALLFENCING

PLAN

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1" = 30'-0"1 BASEBALL FIELD FENCING PLAN

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GENERAL NOTES:

LEGEND:

KEYED NOTES:

1. NEW 40'-0" TALL STANDARD POLE-TO-POLE BACKSTOP NETTING SYSTEM- BASEBALL. SPORTSFIELD SPECIALTIES, TNPPB36

2. NEW 8'-0" TALL BASEBALL CHAIN LINK FENCE SYSTEM WITH TOP RAIL, MIDRAIL AND BOTTOM RAIL. TOP RAIL FENCE COVER, COLOR YELLOW.

3. NEW 4'-0" WIDE X 8'-0" TALL MAN GATE.4. NEW 20'-0" WIDE x 8'-0" TALL DOUBLE GATE.5. NEW 10'-0" WIDE X 8'-0" TALL SERVICE GATE.6. NEW 3'-6" TALL DUGOUT POST AND FENCE. PROVIDE RAIL AND POST

PADDING. REFERENCE SHEET A-208.7. NEW 5'-0" TALL DUGOUT ENCLOSURE FENCE MOUNTED ON EXISTING

CONCRETE RETAINING WALL. REFERENCE C1/A-2088. NEW 20'-0" TALL x 40-0" L CHAIN LINK FENCE "HITTERS EYE", w/MESH

WINDSCREEN. TOP AND SIDERAIL FENCE COVER, COLOR YELLOW.9. NEW 30'-0" TALL POLE-TO-POLE NETTING SYSTEM. ATTACH NETTING

BOTTOM TO 8'-0" TALL CHAIN LINK FENCE.


















KEYED NOTES:

2. ADD ALTERNATE #2 - BATTER'S EYE TO BE 20'-0" H x 40'-0" L SPORTSFIELDSPECIALTIES DIRECT EMBEDMENT OUTFIELD BATTER EYE STRUCTURE ANDFRAMEWORK - MODEL: BE2040 (LGBE2040).

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8" SCH. 40 STEEL POLESMEET ASTM A500 GRADE B (C)POWDER COATED FINISH; BLACK




#36 KNOTTED NYLON1-3/4" SQUARE MESH NETTING



60' - 0"

BASIS OF DESIGN: SPORTFIELD SPECIALTIES, INC. MODEL: TNPPB36 - STANDARD POLE-TO-POLE

BACKSTOP NETTING SYSTEM - BASEBALL

40' -

0"

A2

A-207

A2

A-207A2

A-207

SCALE:

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DRAFTED BY:

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POLE-TO-POLENETTINGSYSTEMDETAILS

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1/8" = 1'-0"1 SPORTS NETTING BACKSTOP PLAN

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8' -

0"

10' - 0" O.C.

A-203A2

Fence and Netting Mast Coupled

POLE-TO-POLE NETTING SYSTEM30

' - 0

"

300'

TOP RAIL FENCE COVER'COLOR YELLOW

FENCE SIGNAGE; 8" TALL

Plastic Cap

Aluminum Post

Side Pulley & Hardware(Galvanized)

Rope & Clamps

Dog Snap

Galvanized Cable

1-3/4" Nylon Netting

O - Ring

80' - 0"

8" SCH. 40 STEEL POLEMEET ASTM A500 GRADE B (C)POWDER COATED FINISH (BLACK)

40' - 0" 40' - 0"

SCALE:

REVISIONS:

DRAFTED BY:

NO DATE DESCRIPTION

ISSUE DATE:

APPROVED BY:

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POLE-TO-POLENETTING

LEFT FIELD

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2017-510

1/4" = 1'-0"B1 SPORT NETTING DETAIL(LEFT FIELD)

1 1/2" = 1'-0"A2 SPORT NETTING CONNECTION DETAIL

1/8" = 1'-0"A1 SPORTS NETTING LEFTFIELD PLAN

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1

R 95

' - 0

"

8' - 2"

29' -

3"

14' - 10 "

8' - 2

"

28' - 4"

A-208

A3

34' - 0"

85' -

0"

15' - 5"

11

1

11

230' - 4"

230

' - 4"

33

344

4 4

A2

A-207

C1A-207

B1A-207

C1A-207

A1A-207

A1A-207

B3A-209 C3

A-209

B3A-209C3

A-209

C3A-208

C3A-208

B3A-209

B3A-209

A2

A-207

A2

A-207

8"x12" CONCRETE CURB

12"x24" CONCRETE CURB

EXISTING CONCRETE CURB;TO REMAIN

SCALE:

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DRAFTED BY:

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A-204

BASEBALLFIELD

CONCRETECURB PLAN

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1/16" = 1'-0"1 BASEBALL FIELD CONCRETE CURB PLAN

GENERAL NOTES:

LEGEND:

KEYED NOTES:

1. 8" WIDE x 12" DEEP CONCRETE CURB. REFERENCE SHEET B1& C1/A-2072. 8" WIDE x 24" DEEP CONCRETE CURB. REFERENCE SHEET A-2083. 8x8x16 SPLIT FACE CMU RETAINING WALL. REFERENCE A2/A-207.4. EXISTING CONCRETE RETAINING WALL; TO REMAIN

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R 9' - 0"

59' -

0"

3' - 0"

90' - 0"

90' -

0"

R 13' - 0"

R 13

' - 0

"

R 13' - 0"

R 95

' - 0

"

15' -

0"5' - 0

"

20' - 0"

15' - 0"

5' - 0"

20' -

0"

PITCHERS PLATE FIRST BASE

SECOND BASE

THIRD BASE

HOME PLATE

COACHES BOXCOACHES BOX

ON-DECK CIRCLE ON-DECK CIRCLE

54' - 0"

R 2' - 6" 54' - 0" R 2' -

6"

3' - 0

"

127'

- 3

3/8"

SCALE:

REVISIONS:

DRAFTED BY:

NO DATE DESCRIPTION

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A-205

BASEBALLINFIELDLAYOUT

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1/8" = 1'-0"1 BASEBALL INFIELD LAYOUT

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GENERAL NOTES:












THE TOP OF PITCHER'S PLATE MUST BE 10" ABOVE THE TOP SURFACE OFHOME PLATE. INSIDE THE CIRCLE, A PITCHER'S MOUND SHOULD BECONSTRUCTED ACCORDING TO THE SPECIFICATIONS SHOWN IN THE DIAGRAM.

THE DEGREE OF SLOPE FROM A POINT 6 INCHES IN FRONT OF THEPITCHER'S PLATE TO A POINT 6 FEET TOWARD HOME PLATE SHALL BE 1 INCH TO1 FOOT, AND SUCH DEGREE OF SLOPE SHALL BE UNIFORM. THE PITCHINGMOUND IS AN 18-FOOT DIAMETER CIRCLE, THE CENTER OF WHICH IS 59 FEETFROM BACK OF HOME PLATE. LOCATE THE FRONT EDGE OF RUBBER 18 INCHESBEHIND THE CENTER OF MOUND. THE DISTANCE OF THE FRONT EDGE OF RUBBERTO BACK POINT OF HOME PLATE IS 60 FEET, 6 INCHES. THE SLOPE STARTS 6INCHES FROM THE FRONT EDGE OF RUBBER. THE SLOPE SHALL BE 6 INCHESFROM THE STARTING POINT, 6 INCHES IN FRONT OF RUBBER TO APOINT 6 FEET INFRONT OF RUBBER. FROM THIS POINT, THE MOUND SHOULD SLOPE AND BLENDINTO THE GRADE OF THE REST OF THE PLAYING SURFACE. THE LEVEL AREASURROUNDING THE RUBBER SHOULD BE 6 INCHES IN FRONT OF THE RUBBER, 18INCHES TO EACH SIDE AND 22 INCHES TO REAR OF RUBBER. THE TOTAL LEVELAREA IS 5 FEET X 34 INCHES.

THE PITCHER'S MOUND MAY CONSIST IN PART OF SYNTHETIC MATERIALTHAT IS COMMERCIALLY MANUFACTURED FOR THAT PURPOSE. IF A MOUND PADINS COMPOSED OF NATURAL SOIL AND SYNTHETIC MATERIAL, THE SYNTHETICMATERIAL MUST BE SECURELY ATTACHED TO THE GROUND AND BE INSTALLEDAT LEAST FLUSH OR SLIGHTLY BELOW THE DIRT AREA WHICH FORMS THEGROUND. THE MOUND AREA SHOULD MEET SUGGESTED HEIGHT AND SLOPESPECIFICATIONS.








4' - 0"

6' -

0"5'

- 9"

3' - 7"

HOME PLATESCHUTT - SHP-UMRUBBER, STEEL MOUNTED PLATEGROUND ANCHOR

10' - 5"

R 13' - 0"

4' - 0"

6"

1'-5

"

81 _ 2"

1'-5"

81 _ 2"

HOME PLATE SETINTO CONCRETE ANCHOR

BASE ANCHOR ASSEMBLY

CONCRETE ANCHOR

COMPACTED SUBGRADE

PLAN VIEW

HOME PLATE SCHUTT SHP-UM Hollywood MLB Universal Pro Style RUBBER, STEEL MOUNTED PLATE, GROUND ANCHOR. INSTALL PER MANUF. SPECIFICATIONS

COURSE GRAVEL

1'-3"

1'-3

"

7"

10"

6"4"

BASE - SET INTO CONCRETEPLAN VIEW

BASES SCHUTT-Jack Corbett MLB Hollywood Bases - SHBBPL SET OF THREE W/ ANCHORS & PLUGS INSTALL PER MANUF. SPECIFICATIONS

BASE ANCHOR ASSEMBLY CONCRETE ANCHOR

COMPACTED SUBGRADE

COURSE GRAVEL

2'-0"

6"

ONE PIECE PITCHING RUBBER ASSEMBLY

STANCHIONSLEEVES SET INTO CONCRETE

CONCRETE ANCHOR

COMPACTED SUBGRADE

PLAN VIEW

PITCHERS RUBBER SCHUTT - SHBBPB INSTALL PER MANUF. SPECIFICATIONS

COURSE GRAVEL

5' - 0"

2' -

10"

6"

2' - 0"

R 9' - 0"

6' -

0"

1' -

6"9'

- 0"

LEVEL AREA

AREA SLOPED 1" IN 12"

CENTERED OF MOUND

GRA

DUAL

TO

CIRC

LE E

DGE

REAR

SLO

PE

THE TOP OF PITCHER'S PLATE MUST BE 10" ABOVE THE TOP SURFACE OFHOME PLATE. INSIDE THE CIRCLE, A PITCHER'S MOUND SHOULD BECONSTRUCTED ACCORDING TO THE SPECIFICATIONS SHOWN IN THE DIAGRAM.

THE DEGREE OF SLOPE FROM A POINT 6 INCHES IN FRONT OF THEPITCHER'S PLATE TO A POINT 6 FEET TOWARD HOME PLATE SHALL BE 1 INCH TO1 FOOT, AND SUCH DEGREE OF SLOPE SHALL BE UNIFORM. THE PITCHINGMOUND IS AN 18-FOOT DIAMETER CIRCLE, THE CENTER OF WHICH IS 59 FEETFROM BACK OF HOME PLATE. LOCATE THE FRONT EDGE OF RUBBER 18 INCHESBEHIND THE CENTER OF MOUND. THE DISTANCE OF THE FRONT EDGE OF RUBBERTO BACK POINT OF HOME PLATE IS 60 FEET, 6 INCHES. THE SLOPE STARTS 6INCHES FROM THE FRONT EDGE OF RUBBER. THE SLOPE SHALL BE 6 INCHESFROM THE STARTING POINT, 6 INCHES IN FRONT OF RUBBER TO APOINT 6 FEET INFRONT OF RUBBER. FROM THIS POINT, THE MOUND SHOULD SLOPE AND BLENDINTO THE GRADE OF THE REST OF THE PLAYING SURFACE. THE LEVEL AREASURROUNDING THE RUBBER SHOULD BE 6 INCHES IN FRONT OF THE RUBBER, 18INCHES TO EACH SIDE AND 22 INCHES TO REAR OF RUBBER. THE TOTAL LEVELAREA IS 5 FEET X 34 INCHES.

THE PITCHER'S MOUND MAY CONSIST IN PART OF SYNTHETIC MATERIALTHAT IS COMMERCIALLY MANUFACTURED FOR THAT PURPOSE. IF A MOUND PADINS COMPOSED OF NATURAL SOIL AND SYNTHETIC MATERIAL, THE SYNTHETICMATERIAL MUST BE SECURELY ATTACHED TO THE GROUND AND BE INSTALLEDAT LEAST FLUSH OR SLIGHTLY BELOW THE DIRT AREA WHICH FORMS THEGROUND. THE MOUND AREA SHOULD MEET SUGGESTED HEIGHT AND SLOPESPECIFICATIONS.

6"

1' - 6"1' - 6"

3

2

1

4112

1 PITCHER'S RUBBER2 MOUNDMASTER BRICKS3 ARTIFICIAL TURF4 2" FLAT AREA TO MITIGATE WATER RUN-OFF5 DRAINAGE MATERIAL6 UNDISTURBED EARTH7 CONCRETE ANCHOR

7

6

5

℄

18"

6"

MOUND RADIUS 9'

2"

SCALE:

REVISIONS:

DRAFTED BY:

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ISSUED FOR:

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A-206

BASEBALLINFIELD

COMPONENTS

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2017-510

3/16" = 1'-0"A3 BATTERS BOX

1" = 1'-0"B3 HOME PLATE

1" = 1'-0"C3 BASES

1" = 1'-0"A2 PITCHERS PLATE

1/2" = 1'-0"A1 PITCHER MOUND PLAN

3/64" = 1'-0"B2 PITCHER'S MOUND SECTION

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2"

24'-0

"

12'-0

"

4'-0

"

1'-6"

20'-0

" OVE

RAL

L H

EIG

HT

8'-0

"

4'-0

"

Field Grade Field Grade

NOTES:SPORTSFIELD SPECIALITIES, INC.P.O. BOX 23141155 STATE HIGHWAY 10DELHI, N.Y. 13753www.sportfieldspecialties.comPHONE: 607-746-8911 FAX: 607-746-8481MODEL: LGFPW420 20' FOUL POLE WITH WINGS

ANGLED WING, STAMPEDMESH, POWDER COATED

YELLOW

4" O.D. ALUMINUM PIPE1/8" WALL THICKNESS

BASEBALL

2' -

0"

8"

3/4" FINE GRAVEL

4" COURSE DRAINAGE GRAVEL

IMPERMEABLE LINER

2x4 P.T. WOOD/COMPOSITE NAILERFASTENED TO CONCRETE. SECURE TURFTO NAILER.

TURF

4" CONCRETE WALKWAY

8' HIGH PERIMETERCHAINLINK FENCE

8"x24" CONCRETE CURB,3500 psi min.

(2) CONTINUOUS #3 REBAR,TOP AND BOTTOM

COMPACTED SUB-GRADE

6"

TYP.2" MIN.

TYP.2" MIM.

6" COURSE DRAINAGE MATERIAL

4" CRUSHER FINES

8"

3/4" FINE GRAVEL


2x4 P.T. WOOD OR COMPOSITE NAILERFASTENED TO CONCRETE. SECURE TURFTO NAILER.

(N) TURF; WRAP AROUND(N) CONCRETE CURB ANDSECURED TO WOOD OR COMPOSITENAILER

NATURAL GRASSSEED; KENTUCKYBLUEGRASS


CONTINUOUS #3 REBAR, TOPAND BOTTOM

COMPACTED SUB-GRADE


4" TOP SOIL

ADD ALTERNATE #1: AREA OF NATURAL GRASS TO BE SOD, KENTUCK Y BLUEGRASS

1' -

0"

8"

3/4" FINE GRAVEL


2x4 P.T. WOOD OR COMPOSITE NAILERFASTENED TO CONCRETE. SECURE TURFTO NAILER.

(N) TURF; WRAP AROUND(N) CONCRETE CURB ANDSECURED TO WOOD OR COMPOSITENAILER

3" CRUSHER FINES


CONTINUOUS #3 REBAR, TOPAND BOTTOM

COMPACTED SUB-GRADE


1' -

0"

4" COARSE DRAINAGE GRAVEL

ARTIFICAL TURF

BASIS OF DESIGN:SHAW SPORTS TURF, INC.-TruHop 1.625"

COM[ACTED SUBGRADE/NATURAL SOIL

8" PROCESSSED & COMPACTED ANDROLLED SUBGRADE

3/4" FINE GRAVEL

2 X 4 P.T. NAILER

SYNTHETIC GRASS

4" CRUSHER FINES

NEW SPLIT FACE CMUBLOCK; GROUTED SOLID

3500 PSI CONC. FOOTERREFERENCE CIVIL SHEETS

3/4" FINE GRAVEL

6" COARSE DRAINAGE MATERIAL

3' -

0"

PREMOLDEDBITUMINOUS EXPANSIONJOINT, WITH LEVELINGSEALANT

4" CONCRETE SLAB

TOP CAP

NEW 2" THICK WALLPADDING

POLE-TO-POLEBACKSTOP NETTING

8" CH. 40 STEEL POSTFOR BACKSTOP NETTING

4" CRUSHER FINESCOMPACTED

N.T.S.

CONCRETE SIDEWALK DETAILS

W/ CONTINUOUS SEALANT

SAWCUT/TOOLED CONTROL JOINT

1/4"x 1" MIN. DEPTH

SLAB PER PLAN

MATERIAL SHALL BE TRIMMED FLUSH.NOTE: ANY EXTRUDED EXPANSION JOINT

EXPANSION JOINT

PRE-FORMED EXPANSION FILLER SHALL CONFORM TO AASHTO M33 OR M153

REINF. DISCONTINUOUS ACROSS JOINT

CONTROL JOINT

W/ CONTINUOUS SEALANT

SLAB PER PLAN

SLAB TERMINATION

@ PLANTER/GRADE

TEXTURE, COLOR & SEALER PER ARCH.

4" THICK COMPACTED (95%) GRAVEL BASECOURSE

8" THICK BLENDED & COMPACTED (95%) SUBGRADE

4" THICK, FIBER REINFORCED

3500psi AIR ENTRAINED SLAB

SLAB TERMINATION @

BUILDING OR WALL

PREMOLDED BITUMINOUS

EXPANSION JOINT, WITH

SELF LEVELING SEALANT

#4 BAR CONTINUOUS

1" CHAMFER

GRADE

GRAVEL AND SUBGRADE (THICKNESS, TYPE & COMPACTION) ,

ASSUMED, SEE GEOTECHNICAL REPORT FOR RECOMMENDATIONS

8"

6"

4"

EQ

EQ

8"

4"

2"

SCALE:

REVISIONS:

DRAFTED BY:

NO DATE DESCRIPTION

ISSUE DATE:

APPROVED BY:

ISSUED FOR:

PROJ. NO:

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A-207

BASEBALLFIELD

DETAILS

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2017-510

1/2" = 1'-0"A3 FOUL POLE

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3/4" = 1'-0"A1 TURF @ (N) CURB AND (N) CONCRETE WALKWAY

3/4" = 1'-0"B1

TURF @ (N) CURB AND (N) NATURAL GRASSTRANSITION

3/4" = 1'-0"C1

TURF @ (N) CURB AND (N) CRUSHER FINESTRANSITION

1" = 1'-0"D1 ARTIFICIAL TURF

1" = 1'-0"A2 ARTIFICIAL TURF @ NEW RETAINING WALL


6' - 0"

30' -

4"

7' -

10"

7' -

4"7'

- 4"

7' -

4"

5' - 2"

22' -

0"

(E) CONCRETE DUGOUT ROOF;TO REMAIN

3"x6"x1/4" HSS BEAM

3"x3"x1/4" HSS BEAMTYPICAL OF (5)

1/4"x3"x1/4" STEELAT 45 DEGREE ANGLE

3"x3"x1/4" HSS WELDEDTO 5X5x1/2" STEELPLATE' TYPICAL OF 5

EXISTING CMU DUGOUT;TO REMAIN

EXISTING CONCRETE CURB;TO REMAIN9'

- 4"

NEW 8" x 24"CONCRETE CURB

1' - 0"

7' -

4"

0' -

6"

FRAMING PLAN FLOOR PLAN

EXISTING CONCRETERETAINING WALL; TO REMAIN

C3A-208

C3A-208

7' -

4"7'

- 4"

7' -

4"0'

- 6"

4 A-208 4 A-208

3"x3"x1/4" AESS HOLLOW TUBE COLUMN

5"x5"x1/2" BASE PLATE;OVER 1/2" NON-SHRINKLEVELING GROUT

0' - 4"3"x3"x1/4" AESS HOLLOW TUBE COLUMN

3"x3"x1/4" AESS HOLLOW TUBE COLUMN;CAP ALL ENDS

1/4"x3"x1/4" STEEL WELDEDINBETWEEN 3"x3"x1/4" @4" O.C.AND AT 45 DEGREE ANGLE

(E) CONCRETE DUGOUTROOF;TO REMAIN

NEW 4"x4"x1/4" STEEL ANGLESECURED TO EXISTINGDUGOUT CONCRETE ROOF

7' -

4"

NOTE: PROVIDE 3/16" WELD AT ALL STEEL MEMBER CONNECTIONS; TYPICAL

A-208B3

2"x2"x1/8" AESS HOLLOW TUBE

1"x1" WIRE MESH

3' -

6"

DUGOUT RAIL & POST PAD

3"x3"x1/4" AESS HOLLOW TUBE COLUMNWELDED TO BASE PLATE

5"x5"x1/2" BASE PLATEOVER 1/2" NON-SHRINKLEVELING GROUT

(4) 3/8" x 8" ANCHOR BOLTS, WELDEDTO BASE PLATE

8"x24" THICKENED SLAB

CONTINUOUS #4 REBAR, TOP ANDBOTTOM

0' -

2"

NEW ARTIFICIAL TURF

NEW P.T. 2X4 WOOD ORCOMPOSITE

NEW P.T. 2X4 WOOD ORCOMPOSITE SECURE TOEXISTING CONCRETEDUGOUT CURB

3/4" FINE GRAVEL

0' - 8"

2' -

0"


NEW ARTIFICIAL TURF

3' -

6"

3"x3" HSS

RAIL & POST PADDING;TYPICAL

3"x6" HSS

1"X1" WIRE MESH

C3A-208

SCALE:

REVISIONS:

DRAFTED BY:

NO DATE DESCRIPTION

ISSUE DATE:

APPROVED BY:

ISSUED FOR:

PROJ. NO:

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A-208

DUGOUTCANOPYPLANS &DETAILS

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2017-510

1/4" = 1'-0"A1 NEW TYPICAL DUGOUT CANOPY PLANS

1/2" = 1'-0"C3 DUGOUT CANOPY SECTION

1" = 1'-0"B3 DUGOUT CANOPY FOOTER DETAIL

1/4" = 1'-0"A3 DUGOUT CANOPY ELEVATION

1574

STA

TE R

OAD

502

WES

T, S

ANTA

FE

, NM

875

06

BASE

BALL

FIE

LD IM

PROV

EMEN

TS


10'-0" MAX. SPACING

EQEQ

8'-0

"

TENSION BANDS

BOTTOM BOTTOMRAIL;TYPICAL AT ALLFENCE

HOG RING

ADJUSTABLETRUSS ROD

TENSION BAR

TENSION WIRE

LINE POST (TYP.)ROUND OR "C"

PERIMETER FENCE FOOTING

BRACE RAIL

TOP RAILROUND END & CORNER POST

CHAIN LINKTOP RAILFENCE COVER

3'-0

"1'

-0"

ROUND END &4" � CORNER

POST

2" SQ. GATE FRAME

ADJUSTABLETRUSS ROD

CHAIN LINKFABRIC

FULCRUM LATCH &STRIKE STRAP

ANCHORADJUSTABLETRUSS ROD. TYP.

BRASE RAIL. TYP.

TOP RAIL OF4' FENCE, TYP.

LATCH POST, TYP.


5'-0"5'-0"

8'-0

"

REFER TOA-201 FOR LENGTH

3" M

IN

4'-0"

FOOTING WIDTH (4)XPOST WIDTH. MIN.DEPTH TO BE 3'-0"

POST(2 SIDES)

PAD LOCKSLIDE BOLT

GATE FRAME(4 SIDES TYP)

CHAIN LINKFABRIC

TENSION RODTYP

CORNER POST AT FENCE INTERSECTION

NOTES:1. CHAIN LINK TOP RAIL FENCE COVER, TYPE PC (POLY CAP) BRIGHT YELLOW. HOVER FENCE CO. 1-800-355-2335


8'-0

" HIG

H D

UG

OU

T FE

NC

E4'-0"

8'-0

" GAT

E H

T.

V.I.F.

32' - 0"

E.Q. E.Q. E.Q. E.Q.

3"x3" HSS

1"X1" WIRE MESH 1"X1" WIRE MESH CORREGATED METAL CORREGATED METAL

V.I.F.

32' - 0"

E.Q.E.Q.E.Q.E.Q.

3"x3" HSS

1"X1" WIRE MESH1"X1" WIRE MESHCORREGATED METALCORREGATED METALDUGOUT HOME PLATE

5' -

0"

5' -

0"

C3A-209

C3A-209

B3A-209

B3A-209

GUARD RAILPADDING;COLOR T.B.D.

GUARD RAILPADDING;COLOR T.B.D.

3"x3"x3/16" AESS HOLLOW TUBE COLUMNBEYOND

CORRUGATED METAL SIDING22 GA.

3"x2"x1/2" AESS ANGLE

2"x2"x1/8" AESS HOLLOW TUBE FRAME



5"x5"x1/2" AESS BASE PLATE

5' -

0"

EXISTING CONCRETE RETAININGWALL; TO REMAIN

(4) 3/8" x 6" BOLTS, DRILLEDAND EPOXIED INTO EXISTING WALL

SPECTATORFIELD

GUARD RAIL PADDING;COLOR T.B.D.

NEW 4" CONCRETE SIDEWALK,3500psi AIR ENTRANMENT

(N) P.T. 2X4 WOOD OR COMPOSITESECURED TO EXISTING CONCRETSTEM WALL

ARTIFICIAL TURF

3"x3"x3/16" AESS HOLLOW TUBE COLUMNBEYOND

1" x 1" WIRE MESH




5"x5"x1/2" AESS BASE PLATE

5' -

0"

EXISTING CONCRETE RETAININGWALL; TO REMAIN

(4) 3/8" x 6" BOLTS, DRILLEDAND EPOXIED INTO EXISTING WALL

0' -

4"

GUARD RAIL PADDING; COLOR T.B.D.

NEW 4" CONCRETE SIDEWALK,3500psi AIR ENTRANMENT

(N) P.T. 2X4 WOOD OR COMPOSITESECURED TO EXISTING CONCRETSTEM WALL

ARTIFICIAL TURF

SPECTATORFIELD

20' -

0"

10' - 0" O.C. - MAX. SPACING

TENSION WIRE

HOG RING

RAIL TIE

BOTTOM KNUCKLE SELVAGE

TURN BUCKLE

ADJUSTABLE TRUSS ROD

TENSION ROD TYP.

12 1

/4"

20" MAX.

TENSION BANDS TYP.

BRACE RAIL TYP.

ROUND END & CORNER POSTS

LINE POST TYP. (ROUND OR "C")

LINE POST TIE

CONTINUOUS 12"x36" CONCRETE FOOTER

BRACE RAIL TYP.

BOTTOM KNUCKLE SELVAGE

TENSION WIRE

BRACE RAIL TYP.

BOTTOM RAIL

EQ.

EQ.

EQ.

EQ.

BLACK WIND SCREEN

TOP RAIL FENCE COVER;YELLOW

RAIL FENCE COVER;YELLOW

8' -

0"

SCALE:

REVISIONS:

DRAFTED BY:

NO DATE DESCRIPTION

ISSUE DATE:

APPROVED BY:

ISSUED FOR:

PROJ. NO:

Z:\0

10 A

CTIV

E PR

OJEC

TS\2

018-

540

PVS

HS B

aseb

all\C

AD\P

VS B

aseb

all F

ield

Impr

ovem

ents

Cur

rent

.rvt

As indicated

A-209

FENCEDETAILS

PO

JOA

QU

E V

ALL

EY

HIG

H S

CH

OO

L

05-24-2018

AuthorChecker

2017-510

1/4" = 1'-0"C1 DUGOUT ENCLOSURE @ EXISTING RETAINING WALL

1" = 1'-0"C3

DUGOUT ENCLOSURE WALL SECTION(CORRUGATED METAL SIDING)

1/2" = 1'-0"A1 8'-0" FENCE DETAIL

1" = 1'-0"B3 DUGOUT ENCLOSURE WALL SECTION (WIRE MESH)

1/2" = 1'-0"A3 10-0" WIDE SERVICE GATE

1/2" = 1'-0"B1 4'-0" PLAYERS GATE

1/2" = 1'-0"A2 20'-0" CHAINLINK TYPICAL

1574

STA

TE R

OAD

502

WES

T, S

ANTA

FE

, NM

875

06

BASE

BALL

FIE

LD IM

PROV

EMEN

TS


35' - 3"

76' -

0"

SCALE:

REVISIONS:

DRAFTED BY:

NO DATE DESCRIPTION

ISSUE DATE:

APPROVED BY:

ISSUED FOR:

PROJ. NO:

Z:\0

10 A

CTIV

E PR

OJEC

TS\2

018-

540

PVS

HS B

aseb

all\C

AD\P

VS B

aseb

all F

ield

Impr

ovem

ents

Cur

rent

.rvt

3/32" = 1'-0"

A-210

BATTINGTUNNEL

PO

JOA

QU

E V

ALL

EY

HIG

H S

CH

OO

L

05-24-2018

AuthorChecker

2017-510

3/32" = 1'-0"1 BATTING TUNNEL

1574

STA

TE R

OAD

502

WES

T, S

ANTA

FE

, NM

875

06

BASE

BALL

FIE

LD IM

PROV

EMEN

TS


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