07__900CM3003_Prescott_NC__Drawings.pdf

PDF 42 MB Posted Jun 12, 2017

Attached to: Prescott National Cemetery, Expand Columbarium Project No. 900CM3003
Solicitation number: VA786A17B0479
Issued by: Department of Veterans Affairs National Cemetery Administration

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VA786A-17-B-0479-A00005000.docx	DOCX document	Jul 10, 2017
VA786A-17-B-0479-A00004000.docx	DOCX document	Jul 10, 2017
VA786A-17-B-0479-A00003000.docx	DOCX document	Jun 29, 2017
VA786A-17-B-0479-A00002000.docx	DOCX document	Jun 27, 2017
VA786A-17-B-0479-A00002001.pdf	PDF	Jun 27, 2017
VA786A-17-B-0479-A00001000.docx	DOCX document	Jun 21, 2017
VA786A-17-B-0479.docx	DOCX document	Jun 12, 2017
Statement_of_Work_Specs.pdf	PDF	Jun 12, 2017
VA786A-17-B-0479-000.docx	DOCX document	May 16, 2017

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NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

101 Bellevue Road Pittsburgh, PA 15229 (412) 931-6455

M T R

LANDSCAPE ARCHITECTS

MM/ PW AW / JB 46

Expand Columbarium

Prescott National Cemetery 500 Hwy 89-North Prescott, AZ 86313

900CM3003

JANUARY 25, 2017

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

WWW.KCI.COM

17 87

PROJECT SITE

ARIZONA

PHOENIX

Williamson

Project Location:

PRESCOTT NATIONAL CEMETERY

VAMC, 500 HIGHWAY 89 NORTH

PRESCOTT, ARIZONA 86313

Prescott National Forest

Prescott Valley

Peeples Valley

Sun Tan

Valley

Casa Grande

Mobile

Wintersburg

Glendale

Sun City West

Scottsdale

Carefree

New River

Black Cayon City

Payson

Gisela

Torto National Forest

Midland Colorado River

Reservation

Morristown

Sundad

Shawmut

Perkinsville

Village of Oak Creek

Pauden

Wickenbuurg

Wenden

La Paz

Valley

Palo Verde

Mesa Verde

Yuma Proving Ground

Forepaugh

Mesa Gold

Canyon

Superstition Mountains

Willow

Fountain Hills

San Carlos

Apache-Sitgreaves National Forest

Mormon Lake

Winslow

Holbrook

PROJECT SITEPrescott National

Cemetery

Bucky's Casino

Blackjack

Yavapia Casion

MiHeather Heights

Best Western

Prescottonian

Econo Lodge

Motel

JB'S

CALL 811 or use E-Stake

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%%USHEET INDEX

AutoCAD SHX Text A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS ORDINANCES AND CODES. B. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY APPLICABLE PERMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY APPLICABLE PERMITS. C. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE COR ANY DEFICIENCIES. THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT ANY DEFICIENCIES. D. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH COR. E. MTR SHALL NOT BE RESPONSIBLE FOR LOCATING IDENTIFYING OR MTR SHALL NOT BE RESPONSIBLE FOR LOCATING IDENTIFYING OR SPECIFYING MEANS OF REMOVAL OF ANY HAZARDOUS MATERIALS. F. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINT OF CONNECTION (P.O.C.) LOCATIONS. REPORT ANY DISCREPANCY TO THE COR. IMMEDIATELY AND CONTINUE WITH OTHER UNTIL NOTIFIED DIFFERENTLY. G. DISPOSAL OF WASTE MATERIAL: DISPOSAL OF WASTE MATERIAL: CONSTRUCTION DEBRIS AND ANY WASTE MATERIALS ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY CONTRACTOR. H. PROTECT TREES AND OTHER NATURAL FEATURES TO REMAIN. PROTECT TREES AND OTHER NATURAL FEATURES TO REMAIN. I. PROTECT EXISTING LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, PROTECT EXISTING LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS, PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. J. NOTIFY COR OF UNEXPECTED CONDITIONS AND DISCONTINUE AFFECTED NOTIFY COR OF UNEXPECTED CONDITIONS AND DISCONTINUE AFFECTED WORK IN THE AREA UNTIL NOTIFIED TO RESUME OPERATIONS.

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%%UGENERAL NOTES

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%%UPROJECT TEAM

AutoCAD SHX Text NAME ROLE ROLE MTR LANDSCAPE ARCHITECTS LANDSCAPE ARCHITECT/LEAD DESIGNER LANDSCAPE ARCHITECT/LEAD DESIGNER KCI TECHNOLOGIES CIVIL ENGINEER/SUBCONSULTANT CIVIL ENGINEER/SUBCONSULTANT AQUA ENGINEERING IRRIGATION / SUBCONSULTANTIRRIGATION / SUBCONSULTANT

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SHEET DWG. SHEET TITLEDWG. SHEET TITLESHEET TITLE

AutoCAD SHX Text 1 GI 001 COVER SHEET / INDEX OF DRAWINGS GI 001 COVER SHEET / INDEX OF DRAWINGS COVER SHEET / INDEX OF DRAWINGS 2 V-101 EXISTING CONDITIONS PLAN V-101 EXISTING CONDITIONS PLAN EXISTING CONDITIONS PLAN 3 LD 101 DEMOLITION PLAN LD 101 DEMOLITION PLAN DEMOLITION PLAN 4 C-101 EROSION AND SEDIMENT CONTROL PLAN 1 C-101 EROSION AND SEDIMENT CONTROL PLAN 1 EROSION AND SEDIMENT CONTROL PLAN 1 5 C-102 EROSION AND SEDIMENT CONTROL PLAN 2 C-102 EROSION AND SEDIMENT CONTROL PLAN 2 EROSION AND SEDIMENT CONTROL PLAN 2 6 C-103 EROSION AND SEDIMENT CONTROL PLAN 3 C-103 EROSION AND SEDIMENT CONTROL PLAN 3 EROSION AND SEDIMENT CONTROL PLAN 3 7 C-104 STORM DRAIN PLAN 1 C-104 STORM DRAIN PLAN 1 STORM DRAIN PLAN 1 8 C-105 STORM DRAIN PLAN 2 C-105 STORM DRAIN PLAN 2 STORM DRAIN PLAN 2 9 C-106 FOUNDATION DRAIN PLAN C-106 FOUNDATION DRAIN PLAN FOUNDATION DRAIN PLAN 10 C-501 EROSION AND SEDIMENT CONTROL DETAILS C-501 EROSION AND SEDIMENT CONTROL DETAILS EROSION AND SEDIMENT CONTROL DETAILS 11 C-502 STORM DRAIN DETAILS C-502 STORM DRAIN DETAILS STORM DRAIN DETAILS 12 LS 101 CONSTRUCTION SEQUENCING PLAN LS 101 CONSTRUCTION SEQUENCING PLAN CONSTRUCTION SEQUENCING PLAN 13 LS 102 NORTHEAST COLUMBARIUM SITE PLAN A LS 102 NORTHEAST COLUMBARIUM SITE PLAN A NORTHEAST COLUMBARIUM SITE PLAN A 14 LS 103 NORTHEAST COLUMBARIUM SITE PLAN B LS 103 NORTHEAST COLUMBARIUM SITE PLAN B NORTHEAST COLUMBARIUM SITE PLAN B 15 LS 104 SOUTHWEST ROAD SITE PLAN LS 104 SOUTHWEST ROAD SITE PLAN SOUTHWEST ROAD SITE PLAN 16 LS 105 COLUMBARIUM GRADING PLAN LS 105 COLUMBARIUM GRADING PLAN COLUMBARIUM GRADING PLAN 17 LS 106 COLUMBARIUM ADDRESSING PLAN LS 106 COLUMBARIUM ADDRESSING PLAN COLUMBARIUM ADDRESSING PLAN 18 LS 107 COLUMBARIUM LAYOUT PLAN LS 107 COLUMBARIUM LAYOUT PLAN COLUMBARIUM LAYOUT PLAN 19 LS 108 NORTHEAST ROAD LAYOUT PLAN LS 108 NORTHEAST ROAD LAYOUT PLAN NORTHEAST ROAD LAYOUT PLAN 20 LS 109 NORTHEAST ROAD PROFILE LS 109 NORTHEAST ROAD PROFILE NORTHEAST ROAD PROFILE 21 LP 101 PLANTING PLAN LP 101 PLANTING PLAN PLANTING PLAN 22 LP 501 PLANTING DETAILS LP 501 PLANTING DETAILS PLANTING DETAILS 23 L-201 COLUMBARIUM ELEVATIONS L-201 COLUMBARIUM ELEVATIONS COLUMBARIUM ELEVATIONS 24 L-301 SITE SECTIONS #1 L-301 SITE SECTIONS #1 SITE SECTIONS #1 25 L-302 SITE SECTIONS #2 L-302 SITE SECTIONS #2 SITE SECTIONS #2 26 L-303 RETAINING WALL DETAILS L-303 RETAINING WALL DETAILS RETAINING WALL DETAILS 27 L-501 COLUMBARIUM DETAILS #1 L-501 COLUMBARIUM DETAILS #1 COLUMBARIUM DETAILS #1 28 L-502 COLUMBARIUM DETAILS #2 L-502 COLUMBARIUM DETAILS #2 COLUMBARIUM DETAILS #2 29 L-503 COLUMBARIUM DETAILS #3 L-503 COLUMBARIUM DETAILS #3 COLUMBARIUM DETAILS #3 30 L-504 SITE DETAILS #1 L-504 SITE DETAILS #1 SITE DETAILS #1 31 L-505 SITE DETAILS #2 L-505 SITE DETAILS #2 SITE DETAILS #2 32 L-506 SITE DETAILS #3 L-506 SITE DETAILS #3 SITE DETAILS #3 33 L-507 SITE DETAILS #4 L-507 SITE DETAILS #4 SITE DETAILS #4 34 L-508 SITE DETAILS #5 L-508 SITE DETAILS #5 SITE DETAILS #5 35 L-509 SITE DETAILS #6 L-509 SITE DETAILS #6 SITE DETAILS #6 36 L-510 SITE DETAILS #7 L-510 SITE DETAILS #7 SITE DETAILS #7 37 S-001 STRUCTURAL NOTES S-001 STRUCTURAL NOTES STRUCTURAL NOTES 38 S-101 COLUMBARIUM FOUNDATION PLAN S-101 COLUMBARIUM FOUNDATION PLAN COLUMBARIUM FOUNDATION PLAN 39 S-102 JOINT LAYOUT PLAN S-102 JOINT LAYOUT PLAN JOINT LAYOUT PLAN 40 S-103 COLUMBARIUM LAYOUTS AND DETAILS S-103 COLUMBARIUM LAYOUTS AND DETAILS COLUMBARIUM LAYOUTS AND DETAILS 41 S-301 SECTIONS S-301 SECTIONS SECTIONS 42 S-501 FOUNDATION AND WALL DETAILS S-501 FOUNDATION AND WALL DETAILS FOUNDATION AND WALL DETAILS 43 S-502 TYPICAL DETAILS S-502 TYPICAL DETAILS TYPICAL DETAILS 44 LI 101 IRRIGATION PLAN LI 101 IRRIGATION PLAN IRRIGATION PLAN 45 LI 501 IRRIGATION DETAILS LI 501 IRRIGATION DETAILS IRRIGATION DETAILS 46 LI 502 IRRIGATION DETAILSLI 502 IRRIGATION DETAILSIRRIGATION DETAILS

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VA FORM 08-6231

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GI 001

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COVER SHEET INDEX OF DRAWINGS

AutoCAD SHX Text Prescott National Cemetery

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JANUARY 25, 2017

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DEPARTMENT OF VETERANS AFFAIRS

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%%UOWNER

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NATIONAL CEMETERY ADMINISTRATION

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PROJECT NUMBER: 900CM3003

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DEPARTMENT OF VETERANS AFFAIRS

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%%UOWNER

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NATIONAL CEMETERY ADMINISTRATION

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EXPAND COLUMBARIUM

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NORTH

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REGIONAL LOCATION MAP NOT TO SCALE

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NORTH

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PROJECT SITE MAP NOT TO SCALE

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GRAVESITE YIELD SUMMARY

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COLUMBARIUM

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NICHES

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TOTAL

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PROJECT AREA 2.02 ACRES

EAST

ATE R

UTE 69

BUTTERFI

ELD R

EATH

ER H

EIG

101 Bellevue Road Pittsburgh, PA 15229 (412) 931-6455

M T R

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

WWW.KCI.COM

LEGEND

E A

T A

T E R

O U

T E

B U

T T

E R

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R O

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H E A

T H

E R H

H T

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CEM

APN

-1

ANEN

SEM

O K 3

7, PA

1, Y .C

.O .R

ALTERNATE #1

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

101 Bellevue Road Pittsburgh, PA 15229 (412) 931-6455

M T R

LANDSCAPE ARCHITECTS

Scale: 1:30

900CM3003

JANUARY 25, 2017

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

WWW.KCI.COM

Expand Columbarium

Prescott National Cemetery 500 Hwy 89-North Prescott, AZ 86313

3MM/ PW AW / JB

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WATER PUMP STATION

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ACCESS TO PEDESTRIAN PATH

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RPZA

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RPZA

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48" RCCP FLOWING NORTHWEST

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TRASH/WATER KIOSK

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BENCH

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BENCH

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BENCH

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13"X20" RCCP

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ENTRY MONUMENT

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36" CMP

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12" CMP

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18" CMP

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STORAGE

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MEMORIAL WALL "A"

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MEMORIAL WALL "B"

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MEMORIAL WALL "C"

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MEMORIAL WALL "D"

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MEMORIAL WALL "E"

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MEMORIAL WALL "F"

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BENCH

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WATER/TRASH KIOSK

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WATER/TRASH KIOSK

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WATER/TRASH & BENCH KIOSK

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WATER/TRASH KIOSK

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BENCH

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UNKNOWN SOLDIER

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12" CMP

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12" CMP

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12" CMP INV 91.31

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COMMITTAL SHELTER

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FLAG POLE

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(NO SITE ACCESS)

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(SITE ACCESS)

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(ROAD NOT BUILT)

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BM 2

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TO BUTTERFIELD ROAD

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STORM CLEANOUT

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STORM CLEANOUT

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STORM CLEANOUT

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INV 48.56

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INV 51.65

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INV 45.75

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INV 43.64

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INV 25.42

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INV 11.97

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INV 00.77

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INV 12.50

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INV 77.67

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INV 70.46

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INV 73.37

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INV 78.69

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INV 80.12

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INV= 83.09 GRATE = 86.85

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INV 94.50 GRATE= 00.02

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12" CMP INV 00.93

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INV 05.91 GRATE=11.80

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INV 06.41

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INV 22.65 GRATE 28.06

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INV 33.28 GRATE 38.82

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INV 20.01

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FINISH GRADE 39.44

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FINISH GRADE 39.29

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FINISH GRADE 38.97

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FINISH GRADE 39.29

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FINISH GRADE 28.76

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FINISH GRADE 28.80

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FINISH GRADE 28.14

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FINISH GRADE 28.21

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FINISH GRADE 12.48

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FINISH GRADE 12.52

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FINISH GRADE 11.90

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FINISH GRADE 11.92

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FINISH GRADE 00.64

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FINISH GRADE 00.76

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FINISH GRADE 00.10

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FINISH GRADE 00.19

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FINISH GRADE 87.45

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FINISH GRADE 86.97

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FINISH GRADE 86.87

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FINISH GRADE 87.42

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EXISTING GATE

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SDMH

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AutoCAD SHX Text REMOVE CONCRETE PAD; PROTECT FLOWER WATERING HYDRANT; REMOVE AND REINSTALL TRASH AND FLORA VASE RECEPTACLES

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SAWCUT CONCRETE EAST OF END OF WALK PAVEMENT SLAB AND REMOVE

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EXTENT OF DEMOLISHED CURB

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EXTENT OF FENCE REMOVAL

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PROTECT WALL TO REMAIN

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REMOVE BRUSH

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REMOVE BRUSH

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AutoCAD SHX Text REMOVE CONCRETE PAD; PROTECT FLOWER WATERING HYDRANT; REMOVE AND REINSTALL TRASH AND FLORA VASE RECEPTACLES

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EXISTING COLUMBARIUM WALL - TYPICAL

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SAWCUT PAVING POB1 E 539837.60 N 1290910.77

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SAWCUT PAVING POB2 E 539821.55 N 1290893.87

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SAWCUT PAVING POE1 E 540348.33 N 1290389.05

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SAWCUT PAVING POE2 E 540350.24 N 1290378.86

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SAWCUT PAVING POB1 E 539879.23 N 1291198.84

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SAWCUT PAVING POB2 E 539876.67 N 1291186.02

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SAWCUT PAVING POE1 E 540561.52 N 1290554.01

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SAWCUT PAVING POE2 E 540570.68 N 1290544.21

AutoCAD SHX Text NOTES: 1. ALL PROTECTIVE ALL PROTECTIVE FENCING SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY SITE WORK AND REMAIN IN PLACE UNTIL ALL WORK HAS BEEN COMPLETED. IF FENCE REMOVAL IS REQUIRED, OBTAIN PRIOR PERMISSION FROM THE COR. SEE PLAN FOR FENCE LOCATIONS.

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%%UELEVATION

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METAL STAKES @ 10' O.C. (TYP.)

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ORANGE VINYL CONSTRUCTION FENCING. SUBMIT SAMPLE FOR APPROVAL

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ORANGE VINYL CONSTRUCTION FENCING

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TREE CROWN LINE = CRITICAL ROOT ZONE

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METAL STAKES @ 10' O.C.

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VA FORM 08-6231

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LD 101

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%%UALL MEASUREMENTS ARE U.S. SURVEY FEET

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30FT

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AutoCAD SHX Text LIMIT OF WORK TREE PROTECTION FENCE TEMPORARY CONSTRUCTION FENCE TREE TO BE REMOVED EXTENT OF FENCE REMOVAL SEE NOTE #8 EXTENT OF DEMOLISHED CURB SEE NOTE #1

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REMOVE ASPHALT AND BASE

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DEMOLISH CONCRETE PAVING

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REMOVE BRUSH

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SAWCUT PAVING

AutoCAD SHX Text DEMOLITION NOTES: 1. SAWCUT AND REMOVE EXISTING CURB WHERE NEW CURB SAWCUT AND REMOVE EXISTING CURB WHERE NEW CURB EXISTING CURB WHERE NEW CURB WILL BE INSTALLED. SEE SITE PLAN AND LS-104. 2. REMOVE AND REINSTALL INLET COVERS AND REMOVE REMOVE AND REINSTALL INLET COVERS AND REMOVE CONCRETE COLLARS AROUND INLETS. 3. PROTECT EXISTING CURBS AND SIDEWALKS FROM DAMAGE PROTECT EXISTING CURBS AND SIDEWALKS FROM DAMAGE DURING PAVING OPERATIONS. 4. REMOVE EXISTING ASPHALT PAVING DOWN TO THE REMOVE EXISTING ASPHALT PAVING DOWN TO THE SUBBASE. 5. MILL ASPHALT PAVING TO BASE. RESHAPE BASE TO MILL ASPHALT PAVING TO BASE. RESHAPE BASE TO DRAIN TO THE CENTER OF ROAD. SEE SITE PLAN LS-103. CEMETERY ACCESS AND OPERATIONS SHALL BE UNINTERRUPTED DURING THIS WORK. COORDINATE AND SEQUENCE WORK WITH CEMETERY PERSONNEL. WORK DURATION SHALL NOT EXCEED 14 CALENDAR DAYS. 6. REMOVE BLOCK AND CONCRETE WALL. PROTECT FENCE REMOVE BLOCK AND CONCRETE WALL. PROTECT FENCE POST AND FENCE. 7. REMOVE EXISTING BENCHES FOR REUSE AND REMOVE REMOVE EXISTING BENCHES FOR REUSE AND REMOVE CONCRETE BENCH PADS. 8. REMOVE AND REINSTALL FENCE. SEE SITE PLAN LS-104 REMOVE AND REINSTALL FENCE. SEE SITE PLAN LS-104 FOR REINSTALLATION LOCATION. 9. REMOVE AND REINSTALL SEGMENTAL RETAINING WALL REMOVE AND REINSTALL SEGMENTAL RETAINING WALL BACK TO COLUMBARIUM COLUMN. SEE SITE PLAN LS-104 FOR REINSTALLATION LOCATION. 10. REMOVE AND STOCKPILE GRAVEL MULCH. REMOVE REMOVE AND STOCKPILE GRAVEL MULCH. REMOVE PLANTS. REMOVE EXISTING IRRIGATION EMITTERS AND RELOCATE ACCESS BOX WITH LATERAL PVC FLUSH CAP. 11. EXISTING FLOWERING WATER STATION TO REMAIN IN PLACE.EXISTING FLOWERING WATER STATION TO REMAIN IN PLACE.

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101 Bellevue Road Pittsburgh, PA 15229 (412) 931-6455

M T R

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

WWW.KCI.COM

1/25/17

ALTERNATE #1

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

WWW.KCI.COM

JUNCTION BOX TABLE

DESIGNATION SIZE RIM ELEV INV ELEV DETAIL REFERENCE

JB-1 6" DIA 5425.73' 5423.32' C-502 DETAIL 1

JB-2 6" DIA 5420.01' 5412.98' C-502 DETAIL 1

JB-3 6" DIA 5411.76' 5408.11' C-502 DETAIL 1

JB-4 8" DIA 5401.44' 5400.03' C-502 DETAIL 1

INLET TABLE

DESIGNATION RIM ELEV INV ELEV DETAIL REFERENCE

I-1 5446.60' 5444.35' C-502 DETAIL 7

I-2 5435.21' 5432.96' C-502 DETAIL 7

I-3 5423.00' 5420.50' C-502 DETAIL 7

I-4 5412.66' 5410.16' C-502 DETAIL 7

I-5 5404.50' 5400.30' C-502 DETAIL 7

I-6 5391.18' 5388.93' C-502 DETAIL 7

I-7 5442.18' 5439.92' C-502 DETAIL 1

I-8 5442.18' 5438.12' C-502 DETAIL 1

I-9 5431.50' 5427.37' C-502 DETAIL 1

I-10 5428.80' 5424.58' C-502 DETAIL 1

I-11 5425.50' 5423.64' C-502 DETAIL 1

I-12 5425.50' 5421.72' C-502 DETAIL 1

I-13 5425.50' 5419.84' C-502 DETAIL 1

I-14 5430.67' 5427.15' C-502 DETAIL 1

I-15 5425.50' 5414.62' C-502 DETAIL 1

I-16 5416.50' 5415.00' C-502 DETAIL 1

I-17 5423.11' 5414.33' C-502 DETAIL 1

I-18 5416.68' 5409.46' C-502 DETAIL 1

I-19 5410.50' 5401.20' C-502 DETAIL 1

I-20 5410.49' 5408.99' C-502 DETAIL 1

I-21 5420.89' 5414.24' C-502 DETAIL 1

CLEANOUT TABLE

DESIGNATION INV ELEV DETAIL REFERENCE

CO-1 5436.97' C-502 DETAIL 2

CO-2 5437.14' C-502 DETAIL 3

CO-3 5437.14' C-502 DETAIL 5

CO-4 5437.00' C-502 DETAIL 3

CO-5 5437.00' C-502 DETAIL 5

CO-6 5437.00' C-502 DETAIL 3

CO-7 5437.00' C-502 DETAIL 6

CO-8 5420.00' C-502 DETAIL 3

CO-9 5420.00' C-502 DETAIL 5

CO-10 5428.11' C-502 DETAIL 3

CO-11 5428.11' C-502 DETAIL 4

CO-12 5428.11' C-502 DETAIL 3

CO-13 5420.00' C-502 DETAIL 3

CO-14 5420.00' C-502 DETAIL 4

CO-15 5420.00' C-502 DETAIL 3

CO-16 5412.61' C-502 DETAIL 3

CO-17 5412.61' C-502 DETAIL 4

CO-18 5412.61' C-502 DETAIL 3

CO-19 5406.23' C-502 DETAIL 6

CO-20 5406.23' C-502 DETAIL 3

UNDERDRAIN PIPE TABLE

DESIGNATION SIZE MATERIAL INV ELEV

UP-1 4" DIA PERF. SCH. 40 PVC 5437.14'

UP-2 4" DIA PERF. SCH. 40 PVC 5437.00'

UP-3 4" DIA PERF. SCH. 40 PVC 5437.00'

UP-4 4" DIA PERF. SCH. 40 PVC 5420.00'

UP-5 4" DIA PERF. SCH. 40 PVC 5428.11'

UP-6 4" DIA PERF. SCH. 40 PVC 5420.00'

UP-7 4" DIA PERF. SCH. 40 PVC 5412.61'

UP-8 4" DIA PERF. SCH. 40 PVC 5406.23'

CONVEYANCE PIPE TABLE

DESIGNATION SIZE MATERIAL START INV END INV SLOPE

CP-1 15" DIA RCP 5444.35' 5432.96' 8.0%

CP-2 15" DIA RCP 5432.96' 5420.75' 8.6%

CP-3 18" DIA RCP 5420.50' 5410.16' 7.3%

CP-4 18" DIA RCP 5410.16' 5401.95' 7.1%

CP-5 24" DIA RCP 5400.30' 5398.00' 7.0%

CP-6 15" DIA RCP 5388.93' 5388.00' 2.6%

CP-7 6" DIA SOLID HDPE 5439.92' 5438.12' 5.0%

CP-8 6" DIA SOLID HDPE 5438.12' 5436.97' 5.0%

CP-9 4" DIA SOLID SCH. 40 PVC 5437.14' 5436.58' 12.2%

CP-10 4" DIA SOLID SCH. 40 PVC 5437.00' 5436.58' 9.1%

CP-11 6" DIA SOLID SCH. 40 PVC 5436.58' 5436.25' 9.0%

CP-12 4" DIA SOLID SCH. 40 PVC 5435.43' 5435.35' 1.0% **

CP-13 8" DIA SOLID HDPE 5436.97' 5434.00' 9.0%

CP-14 6" DIA SOLID HDPE 5427.37' 5424.58' 9.0%

CP-15 6" DIA SOLID HDPE 5424.58' 5423.32' 9.0%

CP-16 6" DIA SOLID HDPE 5423.64' 5423.32' 4.0%

CP-17 6" DIA SOLID HDPE 5423.32' 5421.72' 4.0%

CP-18 6" DIA SOLID HDPE 5421.72' 5419.84' 4.0%

CP-19 6" DIA SOLID HDPE 5419.84' 5418.00' 4.0%

CP-20 6" DIA SOLID SCH. 40 PVC 5414.57' 5414.08' 1.0% **

CP-21 6" DIA SOLID HDPE 5427.15' 5424.00' 9.0%

CP-22 4" DIA SOLID SCH. 40 PVC 5424.28' 5424.17' 1.0% **

CP-23 8" DIA SOLID HDPE 5414.62' 5413.00' 9.0%

CP-24 4" DIA SOLID SCH. 40 PVC 5415.11' 5415.00' 1.0% **

CP-25 6" DIA SOLID HDPE 5415.00' 5412.98' 4.8%

CP-26 6" DIA SOLID HDPE 5414.33' 5412.98' 9.0%

CP-27 6" DIA SOLID HDPE 5412.98' 5409.46' 4.0%

CP-28 6" DIA SOLID HDPE 5409.46' 5408.11' 9.0%

CP-29 6" DIA SOLID HDPE 5408.99' 5408.11' 1.0%

CP-30 6" DIA SOLID HDPE 5408.11' 5407.71' 1.0%

CP-31 4" DIA SOLID SCH. 40 PVC 5409.28' 5409.17' 1.0% **

CP-32 8" DIA SOLID HDPE 5401.20' 5400.03' 9.0%

CP-33 4" DIA SOLID SCH. 40 PVC 5400.17' 5400.03' 1.0% **

CP-34 8" DIA SOLID HDPE 5400.03' 5400.00' 0.5%

CP-35 4" DIA SOLID HDPE 5414.24' 5414.22' 1.0%

PIPE DROP TABLE

PIPE 1 PIPE 2 END INV ELEV

PIPE 1

START INV

ELEV PIPE 2

DROP

HEIGHT

UP-3 CP-12 5437.00' 5435.43' 1.57'

UP-4 CP-20 5420.00' 5414.57' 5.43'

UP-5 CP-22 5428.11' 5424.28' 3.83'

UP-6 CP-24 5420.00' 5415.11' 4.89'

UP-7 CP-31 5412.61' 5409.28' 3.33'

UP-8 CP-33 5406.23' 5400.17' 6.06'

** INDICATES A DROP IN THE CONVEYANCE PIPING.

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

LANDSCAPE ARCHITECTS

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

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7, PA

1, Y .C

.O .R

NO PUBLIC

ENTRY

NO PUBLIC

ENTRY

PHASE 1

PHASE 2

ALTERNATE #1

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

101 Bellevue Road Pittsburgh, PA 15229 (412) 931-6455

M T R

LANDSCAPE ARCHITECTS

Scale: 1:30

900CM3003

JANUARY 25, 2017

936 RIDGEBROOK ROAD

SPARKS , MD 21152

PHONE: (410) 316-7800

FAX: (410) 316-7868

WWW.KCI.COM

Expand Columbarium

Prescott National Cemetery 500 Hwy 89-North Prescott, AZ 86313

12MM/ PW AW / JB

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WATER PUMP STATION

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ACCESS TO PEDESTRIAN PATH

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RPZA

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48" RCCP FLOWING NORTHWEST

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BM 2

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INV= 83.09 GRATE = 86.85

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INV 94.50 GRATE= 00.02

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12" CMP INV 00.93

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INV 22.65 GRATE 28.06

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INV 33.28 GRATE 38.82

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INV 20.01

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FINISH GRADE 39.44

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EXISTING GATE

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AutoCAD SHX Text (S 06°21'34" W 417.68') R

AutoCAD SHX Text (N 89°40'11" W 381.01') R

AutoCAD SHX Text (N 00°08'55" E 50.82') R

AutoCAD SHX Text

1" DECIDUOUS TREE

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19" SPRUCE TREE

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48" JUNIPER TREE

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30" CYPRESS TREE

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5" ASH TREE

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COMMITTAL SHELTER #1

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NORTHEAST EXIT ROAD

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SOUTHWEST EXIT ROAD

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TEMPORARY STAGING AREA

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MAIN STAGING AREA

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CONSTRUCTION ACCESS

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TWO WAY

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TWO WAY

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TWO WAY

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TWO WAY

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POSSIBLE STAGING AREA

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POSSIBLE STAGING AND CONSTRUCTION ACCESS

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CONSTRUCTION TRAILER AND STORAGE AREA

AutoCAD SHX Text NOTE: 1. CONTRACTOR MAY BE ABLE TO UTILIZE CONTRACTOR MAY BE ABLE TO UTILIZE OPPOSITE BANK OF AROYO FOR STAGING & CONSTRUCTION ACCESS. 2. CONTRACTOR TO PROVIDE SURVEY CONTRACTOR TO PROVIDE SURVEY DATA, DESIGN OF AROYO CROSSING AND ACQUIRE ALL REQUIRED APPROVALS AND PERMITS.

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CONSTRUCTION SIGN

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AutoCAD SHX Text L-510

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SAFETY SIGN

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AutoCAD SHX Text L-510

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LIMIT OF WORK LINE

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LIMIT OF WORK LINE

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ARROYO

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AutoCAD SHX Text Approved: Project Director

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AutoCAD SHX Text Date

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AutoCAD SHX Text Checked

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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LS 101

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CONSTRUCTION SEQUENCING PLAN

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%%UGRAPHIC SCALE

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%%UALL MEASUREMENTS ARE U.S. SURVEY FEET

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30FT

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60FT

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90XFT

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AutoCAD SHX Text CONSTRUCTION SEQUENCING NOTES: 1. CONTRACTOR TO WORK IN ACCORDANCE WITH SPECS SEC. 01 - GENERAL CONTRACTOR TO WORK IN ACCORDANCE WITH SPECS SEC. 01 - GENERAL REQUIREMENTS 2.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.