892-043 Ft Rosecrans - Add No 1 - Plans - pt1.pdf

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Y1JZ--Proj #: 892-045 Roads Improvement; 892-043 Sewer Improvement Fort Rosecrans Nat'l Cemetery; San Diego, CA
Solicitation number
36C78622B0019
Issued by

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Written by GovTribe AI ·

This document outlines a federal contract opportunity for road and sewer improvement projects at Fort Rosecrans National Cemetery in San Diego, California. The solicitation number is 36C78622B0019 and is seeking bids for roads improvement under project number 892-045 and sewer improvement under project number 892-043. The opportunity type is an invitation for bid issued by the Department of Veterans Affairs National Cemetery Administration. The description specifies roads and sewer improvements at Fort Rosecrans National Cemetery. No further details are provided on response dates, award dates, pricing terms, or set asides.

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Other files

File Type Posted
892-043 Ft Rosecrans - Add No 1 - Plans - pt3.pdf PDF
892-043 Ft Rosecrans - Add No 1 - revised sheets.pdf PDF
892-043 Ft Rosecrans - Add No 1 - Specifications.pdf PDF
SITE VISIT LIST.pdf PDF
892-043 Ft Rosecrans - Memo Addendum No 1 - 2022-08-29.docx DOCX document
RFI Responses.pdf PDF
892-043 Ft Rosecrans - Add No 1 - Plans - pt2.pdf PDF
36C78622B0019 0003.docx DOCX document
36C78622B0019 0002.docx DOCX document
36C78622B0019 0001.docx DOCX document
220707 Ft Rosecrans CA 892 043 Sewer 045 Roads Specifications.pdf PDF
IFB Lump Sum Division Spreadsheet - Ft Rosecrans 36C78622B0019.xlsx XLSX spreadsheet
36C78622B0019_1.docx DOCX document
892-043 Ft Rosecrans - Bid Doc - Plans - pt1.pdf PDF
P09 - 220714 Ft Rosecrans CA Roads 892-043-045 IFB Scope of Work.docx DOCX document
Wage Determination.txt TXT text file
892-043 Ft Rosecrans - Bid Doc - Plans - pt2.pdf PDF
TOC for Plans.docx DOCX document
892-043 Ft Rosecrans - Bid Doc - Plans - pt3.pdf PDF
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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 n ca fo rt ro se cr an s

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\1

_g i_ co ve r.d w g ed it:

at hi el e sa ve d:

7/

/2

8:

A M p lo t:7 /1

4/

:0

AM

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157

FORT ROSECRANS NATIONAL CEMETERY

ROADS AND SANITARY SEWER

IMPROVEMENTS

892-043/045

06-30-2022

1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106

Date: Dwg. of 100

BID DOCUMENTS

COST ESTIMATING:GEOTECHNICAL :

TERRACON

1421 EDINGER AVE. SUITE C

TUSTIN, CA 92780

949-864-2082

RYAN HANKES

OCMI

6110 EXECUTIVE BLVD, SUITE 200

ROCKVILLE, MD 20852

202-299-0530

TOM STRANDBERG

IRRIGATION :

EC DESIGN GROUP

400 5TH STREET

WEST DES MOINES, IA 50265

515-215-6365

LISA ESSY

MECH/ELEC/PLUMB :

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309-283-1595

GREG RYCKAERT

DEPARTMENT OF VETERANS AFFAIRS

FORT ROSECRANS NATIONAL CEMETERY

ROADS AND SANITARY SEWER IMPROVEMENTS

VA PROJECT NO. 892-043 & 892-045

CONSULTANTS

ANDERSON ENGINEERING OF MN, LLC

PROJECT MANAGEMENT, ARCHITECTURE, LANDSCAPE ARCHITECTURE,

CIVIL ENGINEERING, LAND SURVEY

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: ADAM THIELE, PROJECT MANAGER

PHONE: (763) 412-4000

IMEG

MEP

623 26TH AVENUE

ROCK ISLAND, IL 61201

CONTACT: GREG RYCKAERT

PHONE: (309) 793-3564

EC DESIGN GROUP

IRRIGATION

400 5TH STREET

WEST DES MOINES, IA 50265

CONTACT: LISA ESSY

PHONE: (515) 225-6365

OCMI, INC.

COST ESTIMATOR

6110 EXECUTIVE BLVD. SUITE 200

ROCKVILLE, MD 20852

CONTACT: TOM STRANDBERG

PHONE: (202) 299-0530

TERRACON

GEOTECHNICAL

1421 EDINGER AVE. SUITE C

TUSTIN, CA 92870

CONTACT: RYAN HANKES

PHONE: (949) 864-2082

VICINITY MAP LOCATION MAPN.T.S. N.T.S.

NN

FORT ROSECRANS

NATIONAL CEMETERY

PROJECT LIMITS

GI100

COVER

AT MT 1

AutoCAD SHX Text S

AutoCAD SHX Text R

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 n ca fo rt ro se cr an s

- c em et er y ro ad s\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

\1

_g i_ co ve r.d w at hi el d:

7/

/2

8:

lo t:7 /1

4/

:0

AM

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157

FORT ROSECRANS NATIONAL CEMETERY

ROADS AND SANITARY SEWER

IMPROVEMENTS

892-043/045

06-30-2022

1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106

Date: Dwg. of 100

BID DOCUMENTS

COST ESTIMATING:GEOTECHNICAL :

TERRACON

1421 EDINGER AVE. SUITE C

TUSTIN, CA 92780

949-864-2082

RYAN HANKES

OCMI

6110 EXECUTIVE BLVD, SUITE 200

ROCKVILLE, MD 20852

202-299-0530

TOM STRANDBERG

IRRIGATION :

EC DESIGN GROUP

400 5TH STREET

WEST DES MOINES, IA 50265

515-215-6365

LISA ESSY

MECH/ELEC/PLUMB :

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309-283-1595

GREG RYCKAERT

SHEET INDEX

GI101

SHEET INDEX

AT MT 2

Sheet List Table Sheet Number Sheet Title PG

NUMBER

GI100 COVER 1

GI101 SHEET INDEX 2

V-101 EXISTING CONDITIONS 3

V-102 EXISTING CONDITIONS 4

V-103 EXISTING CONDITIONS 5

V-104 EXISTING CONDITIONS 6

V-105 EXISTING CONDITIONS 7

V-106 EXISTING CONDITIONS 8

V-107 EXISTING CONDITIONS 9

C100 OVERALL SITE PLAN 10

C101 SITE PLAN ENLARGEMENTS 11

C102 PROJECT PHASING PLAN 12

C103 CONTRACTOR STAGING AREA 13

CE100 EROSION CONTROL PLAN 14

CE101 SWPPP - PG 1 15

CE102 SWPPP - PG 2 16

D100 OVERALL DEMOLITION PLAN 17

D101 SITE DEMOLITION PLAN 18

D102 DEMO PLAN - WESTERN DRIVE - STA 0+00 TO 11+00 19

D103 DEMO PLAN - WESTERN DRIVE - STA 11+00 TO 22+00 20

D104 DEMO PLAN - WESTERN DRIVE - STA 22+00 TO 33+00 21

D105 DEMO PLAN - WEST PORTAL & 3RD DRIVE SOUTH 22

D106 DEMO PLAN - 4TH DRIVE SOUTHWEST 23

D107 DEMO PLAN - NORTHEAST LOOP 24

D108 DEMO PLAN - EASTERN DRIVE - STA 0+00 TO 11+00 25

D109 DEMO PLAN - EASTERN DRIVE - STA 11+00 TO 21+73 26

D110 DEMO PLAN - EAST PORTAL AND FOURTH STREET

SOUTHEAST 27

D111 DEMO PLAN - SECOND DRIVE EAST - STA 0+00 TO 11+50 28

D112 DEMO PLAN - SECOND DRIVE EAST - STA 11+50 TO 16+75 29

D113 DEMO PLAN - SOUTHEAST LOOP 30

D114 DEMO PLAN - SANITARY SEWER - EAST SIDE 31

CP100 OVERALL PAVEMENT PLAN 32

CP101 WESTERN DRIVE - STA 0+00 TO 6+00 33

CP102 WESTERN DRIVE - STA 6+00 TO 12+00 34

CP103 WESTERN DRIVE - STA 12+00 TO 18+00 35

CP104 WESTERN DRIVE - STA 18+00 TO 24+00 36

CP105 WESTERN DRIVE - STA 24+00 TO 30+00 37

CP106 WESTERN DRIVE - STA 30+00 TO 36+72 38

CP107 WEST PORTAL - NORTH 39

CP108 WEST PORTAL - SOUTH 40

CP109 THIRD DRIVE SOUTH 41

CP110 FOURTH DRIVE SOUTH - WEST 42

CP111 NORTHEAST LOOP - STA 0+00 TO 5+00 43

CP112 NORTHEAST LOOP - STA 5+00 TO 7+07 44

CP113 EASTERN DRIVE - STA 0+00 TO 6+00 45

CP114 EASTERN DRIVE - STA 6+00 TO 12+00 46

CP115 EASTERN DRIVE - STA 12+00 TO 18+00 47

CP116 EASTERN DRIVE - STA 18+00 TO 21+73 48

CP117 SECOND DRIVE EAST - STA 0+00 TO 6+00 49

CP118 SECOND DRIVE EAST - STA 6+00 TO 12+00 50

CP119 SECOND DRIVE EAST - STA 12+00 TO 16+75 51

CP120 EAST PORTAL - NORTH 52

CP121 EAST PORTAL - SOUTH 53

CP122 FOURTH DRIVE SOUTH - EAST 54

CP123 SOUTHEAST LOOP - STA 0+00 TO 5+00 55

CP124 SOUTHEAST LOOP - STA 5+00 TO 10+12 56

CP125 CABRILLO PARKING AREA 57

XS-101 CROSS SECTION - WESTERN DRIVE 58

XS-102 CROSS SECTION - WESTERN DRIVE 59

CU101 PLAN & PROFILE - FORCEMAIN 1 60

CU102 PLAN & PROFILE - FORCEMAIN 1 61

CU103 PLAN & PROFILE - FORCEMAIN 1A 62

CU104 PLAN & PROFILE - FORCEMAIN 2 63

CU105 PLAN & PROFILE - FORCEMAIN 3 64

CU201 STORM SEWER PLAN 65

CU202 STORM SEWER PLAN 66

CD101 DETAILS 1 67

CD102 DETAILS 2 68

CD103 DETAILS 3 69

CD104 DETAILS 4 70

CD105 DETAILS 5 71

CD106 DETAILS 6 72

LP101 LANDSCAPE PLAN 73

LP501 LANDSCAPE DETAILS 74

LS100 SIGNAGE PLAN 75

LS101 SIGNAGE DETAILS 1 76

LS102 SIGNAGE DETAILS 2 77

LS103 SITE FURNISHINGS DETAILS 1 78

LS104 SITE FURNISHINGS DETAILS 2 79

IR101 IRRIGATION PLAN 80

IR501 IRRIGATION DETAILS 81

IR502 IRRIGATION DETAILS 82

IR503 IRRIGATION DETAILS 83

IR504 IRRIGATION DETAILS 84

AE101 FIRST LEVEL LIFE SAFETY PLAN 85

AE111 FIRST LEVEL DEMOLITION, FLOOR & CEILING PLANS 86

AE211 INTERIOR ELEVATIONS & MOUNTING HEIGHTS 87

AE602 DOOR SCHEDULE, DOOR DETAILS & WALL TYPES 88

AF600 MATERIAL AND ROOM FINISH SCHEDULE, DETAILS 89

E000 ELECTRICAL COVER SHEET 90

E001 ELECTRICAL SITE PLAN 91

E111 ELECTRICAL FIRST FLOOR PLANS 92

E500 ELECTRICAL SCHEDULES & ONE-LINE DIAGRAM 93

M000 MECHANICAL COVER SHEET 94

M111 MECHANICAL FIRST FLOOR PLANS 95

M501 MECHANICAL DETAILS 96

P000 PLUMBING COVER SHEET 97

P101 PLUMBING UNDERFLOOR PLANS 98

P111 PLUMBING FIRST FLOOR PLANS 99

P121 PLUMBING RISER DIAGRAM 100

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 n ca fo rt ro se cr an s

- c em et er y ro ad s\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

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1_ s_ ex is tin g co nd iti on s.

dw jri ch ne r s av ed :6

/3 /2

:3

AM

lo t:7 /1

4/

:0

AM

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157

FORT ROSECRANS NATIONAL CEMETERY

ROADS AND SANITARY SEWER

IMPROVEMENTS

892-043/045

06-30-2022

1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106

Date: Dwg. of 100

BID DOCUMENTS

COST ESTIMATING:GEOTECHNICAL :

TERRACON

1421 EDINGER AVE. SUITE C

TUSTIN, CA 92780

949-864-2082

RYAN HANKES

OCMI

6110 EXECUTIVE BLVD, SUITE 200

ROCKVILLE, MD 20852

202-299-0530

TOM STRANDBERG

IRRIGATION :

EC DESIGN GROUP

400 5TH STREET

WEST DES MOINES, IA 50265

515-215-6365

LISA ESSY

MECH/ELEC/PLUMB :

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309-283-1595

GREG RYCKAERT

V-101

EXISTING CONDITIONS

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BENCH

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CATCH BASIN

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CLEAN OUT

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CULVERT

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ELECTRIC BOX

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ELECTRIC METER

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GUARD POST

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HANDHOLE

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HANDHOLE COMMUNICATIONS

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HANDHOLE ELECTRIC

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HANDHOLE WATER

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HYDRANT

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IRRIGATION CONTROL BOX

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IRRIGATION CONTROL VALVE

AutoCAD SHX Text

LIGHT POLE

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MANHOLE

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MANHOLE NOT FIELD VERIFIED

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POWER POLE

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POWER POLE ANCHOR

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ROOF DRAIN

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SANITARY MANHOLE

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SIGN

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SPRINKLER HEAD

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STORM MANHOLE

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WATER VALVE

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CONIFEROUS TREE

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DECIDUOUS TREE

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FENCE

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FIBER OPTICS

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GUARDRAIL

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HANDRAIL

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OVERHEAD WIRES

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SANITARY SEWER

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STORM SEWER

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UNDERGROUND ELECTRIC

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WATER MAIN

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BITUMINOUS SURFACE

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CONCRETE SURFACE

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LANDSCAPE ROCK

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PAVER SURFACE

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WALL

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ROW OF UPRIGHT HEADSTONES

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ROW OF FLAT HEADSTONES

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FLOWER WATER STATION

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COMMUNICATION MANHOLE

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HDPE

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PVC

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POLYVINYL CHLORIDE PIPE

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DIP

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DUCTILE IRON PIPE

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CMP

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CORRUGATED METAL PIPE

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HIGH-DENSITY POLYETHYLENE PIPE

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SCALE IN FEET

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RIM=315.4 INV=305.6

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6"PVC

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RIM=320.6 INV=319.8

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INLET=326.9 INV=322.1

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24"RCP

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18"RCP

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RIM=328.1 INV=318.1 N INV=312.1 W

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AREA OF BLUE CHALK STICKS GROUND COVER

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LANDSCAPE EDGING

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COLUMBARIUM

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CONCRETE CURB

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CONCRETE CURB

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LANDSCAPE EDGING

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WESTERN

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DRIVE

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SOUTHEAST

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LOOP

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FOURTH

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DRIVE

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SOUTH

MATCHLINE SEE SHEET V-102

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 n ca fo rt ro se cr an s

- c em et er y ro ad s\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

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dw di t:jr ic hn er d:6

/3 /2

:1 pl ot

:7/

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9:

A

M

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16157

FORT ROSECRANS NATIONAL CEMETERY

ROADS AND SANITARY SEWER

IMPROVEMENTS

892-043/045

06-30-2022

1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106

Date: Dwg. of100

BID DOCUMENTS

COST ESTIMATING:GEOTECHNICAL :

TERRACON

1421 EDINGER AVE. SUITE C

TUSTIN, CA 92780

949-864-2082

RYAN HANKES

OCMI

6110 EXECUTIVE BLVD, SUITE 200

ROCKVILLE, MD 20852

202-299-0530

TOM STRANDBERG

IRRIGATION :

EC DESIGN GROUP

400 5TH STREET

WEST DES MOINES, IA 50265

515-215-6365

LISA ESSY

MECH/ELEC/PLUMB :

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309-283-1595

GREG RYCKAERT

V-102

EXISTING CONDITIONS

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text W

AutoCAD SHX Text

HHE

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AutoCAD SHX Text

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SP

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EB

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LEGEND:

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AIR CONDITIONER

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

CLEAN OUT

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

ELECTRIC METER

AutoCAD SHX Text

GUARD POST

AutoCAD SHX Text

HANDHOLE

AutoCAD SHX Text

HANDHOLE COMMUNICATIONS

AutoCAD SHX Text

HANDHOLE ELECTRIC

AutoCAD SHX Text

HANDHOLE WATER

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

IRRIGATION CONTROL BOX

AutoCAD SHX Text

IRRIGATION CONTROL VALVE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

MANHOLE NOT FIELD VERIFIED

AutoCAD SHX Text

POWER POLE

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POWER POLE ANCHOR

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

SIGN

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SPRINKLER HEAD

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text

WATER VALVE

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CONIFEROUS TREE

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DECIDUOUS TREE

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FENCE

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FIBER OPTICS

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GUARDRAIL

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HANDRAIL

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OVERHEAD WIRES

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SANITARY SEWER

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STORM SEWER

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UNDERGROUND ELECTRIC

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WATER MAIN

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BITUMINOUS SURFACE

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CONCRETE SURFACE

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LANDSCAPE ROCK

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PAVER SURFACE

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WALL

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ROW OF UPRIGHT HEADSTONES

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ROW OF FLAT HEADSTONES

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FLOWER WATER STATION

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COMMUNICATION MANHOLE

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HDPE

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PVC

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POLYVINYL CHLORIDE PIPE

AutoCAD SHX Text

DIP

AutoCAD SHX Text

DUCTILE IRON PIPE

AutoCAD SHX Text

CMP

AutoCAD SHX Text

CORRUGATED METAL PIPE

AutoCAD SHX Text

HIGH-DENSITY POLYETHYLENE PIPE

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SHEET 6

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SHEET 8

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SHEET 9

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24"RCP

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6"PVC

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RIM=320.6 INV=319.8

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RIM=321.2 INV=313.7 E INV=317.6 SW

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RIM=305.1 INV=299.5

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AREA OF BLUE CHALK STICKS GROUND COVER

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AREA OF BLUE CHALK STICKS GROUND COVER

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LANDSCAPE EDGING

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LANDSCAPE EDGING

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CONCRETE CURB

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COLUMBARIUM

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COLUMBARIUM

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COLUMBARIUM

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CONCRETE CURB

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CONCRETE CURB

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CONCRETE CURB

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SHRUBS AND CEDAR BUSHES

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HEDGE ROW

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SOUTHEAST

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SOUTHEAST

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LOOP

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FOURTH

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DRIVE

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SOUTH

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WESTERN

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DRIVE

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MATCHLINE SEE SHEET V-101

MATCHLINE SEE SHEET V-103

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 n ca fo rt ro se cr an s

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_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

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3_ s_ ex is tin g co nd iti on s.

di t:jr ic hn d:6

/3 /2

:3

:7/

/2

9:

A

M

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16157

FORT ROSECRANS NATIONAL CEMETERY

ROADS AND SANITARY SEWER

IMPROVEMENTS

892-043/045

06-30-2022

1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106

Date: Dwg. of100

BID DOCUMENTS

COST ESTIMATING:GEOTECHNICAL :

TERRACON

1421 EDINGER AVE. SUITE C

TUSTIN, CA 92780

949-864-2082

RYAN HANKES

OCMI

6110 EXECUTIVE BLVD, SUITE 200

ROCKVILLE, MD 20852

202-299-0530

TOM STRANDBERG

IRRIGATION :

EC DESIGN GROUP

400 5TH STREET

WEST DES MOINES, IA 50265

515-215-6365

LISA ESSY

MECH/ELEC/PLUMB :

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309-283-1595

GREG RYCKAERT

V-103

EXISTING CONDITIONS

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HHE

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CO

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FO

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SP

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EB

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LEGEND:

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AIR CONDITIONER

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BENCH

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CATCH BASIN

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CLEAN OUT

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CULVERT

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ELECTRIC BOX

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ELECTRIC METER

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GUARD POST

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HANDHOLE

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HANDHOLE COMMUNICATIONS

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HANDHOLE ELECTRIC

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HANDHOLE WATER

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HYDRANT

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IRRIGATION CONTROL BOX

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IRRIGATION CONTROL VALVE

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LIGHT POLE

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MANHOLE

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MANHOLE NOT FIELD VERIFIED

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POWER POLE

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POWER POLE ANCHOR

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ROOF DRAIN

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SANITARY MANHOLE

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SIGN

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SPRINKLER HEAD

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STORM MANHOLE

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WATER VALVE

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CONIFEROUS TREE

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DECIDUOUS TREE

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FENCE

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FIBER OPTICS

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GUARDRAIL

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HANDRAIL

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OVERHEAD WIRES

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SANITARY SEWER

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STORM SEWER

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UNDERGROUND ELECTRIC

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WATER MAIN

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BITUMINOUS SURFACE

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CONCRETE SURFACE

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LANDSCAPE ROCK

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PAVER SURFACE

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WALL

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ROW OF UPRIGHT HEADSTONES

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ROW OF FLAT HEADSTONES

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FLOWER WATER STATION

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COMMUNICATION MANHOLE

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HDPE

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PVC

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POLYVINYL CHLORIDE PIPE

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DIP

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DUCTILE IRON PIPE

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CMP

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CORRUGATED METAL PIPE

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HIGH-DENSITY POLYETHYLENE PIPE

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SHEET 6

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SHEET 8

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SHEET 9

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INLET=325.4 INV=326.2 N INV=320.9 W

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18"RCP

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18"RCP

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PIPE DAYLIGHTS OUTSIDE OF FENCE

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AREA OF BLUE CHALK STICKS GROUND COVER

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SHRUBS AND CEDAR BUSHES

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ROCK LANDSCPAING

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ROCK LANDSCPAING

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CONCRETE CURB

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COLUMBARIUM

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COLUMBARIUM

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CONCRETE CURB

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CONCRETE CURB

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COMMITTAL SHELTER

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ROCK LANDSCPAING

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ROCK LANDSCPAING

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THIRD

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DRIVE

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SOUTH

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WESTERN

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DRIVE

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SECOND

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DRIVE

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EAST

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MATCHLINE SEE SHEET V-102

MATCHLINE SEE SHEET V-104

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 n ca fo rt ro se cr an s

- c em et er y ro ad s\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

\s he et s fro m s ur ve y\ v-

4_ s_ ex is tin g co nd iti on s.

di t:jr ic hn d:6

/3 /2

:3

:7/

/2

9:

A

M

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16157

FORT ROSECRANS NATIONAL CEMETERY

ROADS AND SANITARY SEWER

IMPROVEMENTS

892-043/045

06-30-2022

1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106

Date: Dwg. of100

BID DOCUMENTS

COST ESTIMATING:GEOTECHNICAL :

TERRACON

1421 EDINGER AVE. SUITE C

TUSTIN, CA 92780

949-864-2082

RYAN HANKES

OCMI

6110 EXECUTIVE BLVD, SUITE 200

ROCKVILLE, MD 20852

202-299-0530

TOM STRANDBERG

IRRIGATION :

EC DESIGN GROUP

400 5TH STREET

WEST DES MOINES, IA 50265

515-215-6365

LISA ESSY

MECH/ELEC/PLUMB :

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309-283-1595

GREG RYCKAERT

V-104

EXISTING CONDITIONS

AutoCAD SHX Text A

AutoCAD SHX Text C

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HHE

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EM

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UE

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FO

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SP

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EB

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LEGEND:

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AIR CONDITIONER

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BENCH

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CATCH BASIN

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CLEAN OUT

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CULVERT

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ELECTRIC BOX

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ELECTRIC METER

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GUARD POST

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HANDHOLE

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HANDHOLE COMMUNICATIONS

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HANDHOLE ELECTRIC

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HANDHOLE WATER

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HYDRANT

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IRRIGATION CONTROL BOX

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IRRIGATION CONTROL VALVE

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LIGHT POLE

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MANHOLE

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MANHOLE NOT FIELD VERIFIED

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POWER POLE

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POWER POLE ANCHOR

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ROOF DRAIN

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SANITARY MANHOLE

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SIGN

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SPRINKLER HEAD

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STORM MANHOLE

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WATER VALVE

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CONIFEROUS TREE

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DECIDUOUS TREE

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FENCE

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FIBER OPTICS

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GUARDRAIL

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HANDRAIL

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OVERHEAD WIRES

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SANITARY SEWER

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STORM SEWER

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UNDERGROUND ELECTRIC

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WATER MAIN

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BITUMINOUS SURFACE

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CONCRETE SURFACE

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LANDSCAPE ROCK

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PAVER SURFACE

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WALL

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ROW OF UPRIGHT HEADSTONES

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ROW OF FLAT HEADSTONES

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FLOWER WATER STATION

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COMMUNICATION MANHOLE

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HDPE

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PVC

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POLYVINYL CHLORIDE PIPE

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DIP

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DUCTILE IRON PIPE

AutoCAD SHX Text

CMP

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CORRUGATED METAL PIPE

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HIGH-DENSITY POLYETHYLENE PIPE

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SCALE IN FEET

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SHEET 3

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SHEET 4

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SHEET 5

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SHEET 6

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SHEET 7

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SHEET 8

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SHEET 9

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ASPHALT CURB

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18"RCP

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NO PIPE VISIBLE FULL OF WATER

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RIM=365.4 INV=362.4 E INV=362.4 S

AutoCAD SHX Text

RIM=336.3 INV=335.1

AutoCAD SHX Text

RIM=336.1 INV=330.8

AutoCAD SHX Text

RIM=364.7 INV=362.9

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15"RCP

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18"RCP

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CONCRETE FLUME

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RIM=343.4 INLET=341.9 INV=340.3

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8"CMP (ABANDONED?)

AutoCAD SHX Text

RIM=335.9 INV=334.1

AutoCAD SHX Text

RIM=335.9 INV=334.5

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8"HDPE

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8"HDPE

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APPROX. CRYPT LOCATIONS

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INV=347.0

AutoCAD SHX Text U.S. NAVY 7 FOOT TALL CHAINLINK FENCE NAVY 7 FOOT TALL CHAINLINK FENCE WITH BARB WIRE ON A CONCRETE FOOTING

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12"CMP

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INV=327.3

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SOIL AND ORGANIC MATTER DISPOSAL AREA

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CONCRETE SWALE IN FRONT OF A 5 FOOT TALL CONCRETE WALL

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STEPS

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AutoCAD SHX Text M E M O R I A L

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VAULT

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STATE ROUTE 209 (XI-SD-12-SD)

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BASIN HAS ONE PIPE POINTING SOUTHEAST

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BASIN HAS ONE PIPE POINTING NORTHERLY

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BASIN HAS ONE PIPE POINTING EAST

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SECOND

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MATCHLINE SEE SHEET V-103

MATCHLINE SEE SHEET V-105

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 n ca fo rt ro se cr an s

- c em et er y ro ad s\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

\s he et s fro m s ur ve y\ v-

5_ s_ ex is tin g co nd iti on s.

di t:jr ic hn d:6

/3 /2

:3

:7/

/2

9:

A

M

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16157

FORT ROSECRANS NATIONAL CEMETERY

ROADS AND SANITARY SEWER

IMPROVEMENTS

892-043/045

06-30-2022

1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106

Date: Dwg. of100

BID DOCUMENTS

COST ESTIMATING:GEOTECHNICAL :

TERRACON

1421 EDINGER AVE. SUITE C

TUSTIN, CA 92780

949-864-2082

RYAN HANKES

OCMI

6110 EXECUTIVE BLVD, SUITE 200

ROCKVILLE, MD 20852

202-299-0530

TOM STRANDBERG

IRRIGATION :

EC DESIGN GROUP

400 5TH STREET

WEST DES MOINES, IA 50265

515-215-6365

LISA ESSY

MECH/ELEC/PLUMB :

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309-283-1595

GREG RYCKAERT

V-105

EXISTING CONDITIONS

AutoCAD SHX Text A

AutoCAD SHX Text C

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HHE

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EM

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CO

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HHC

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HHW

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OHW

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UE

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AutoCAD SHX Text I

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FO

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SP

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EB

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LEGEND:

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AIR CONDITIONER

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

CLEAN OUT

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CULVERT

AutoCAD SHX Text

ELECTRIC BOX

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ELECTRIC METER

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GUARD POST

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HANDHOLE

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HANDHOLE COMMUNICATIONS

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HANDHOLE ELECTRIC

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HANDHOLE WATER

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HYDRANT

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IRRIGATION CONTROL BOX

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IRRIGATION CONTROL VALVE

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LIGHT POLE

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MANHOLE

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MANHOLE NOT FIELD VERIFIED

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POWER POLE

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POWER POLE ANCHOR

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ROOF DRAIN

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SANITARY MANHOLE

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SIGN

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SPRINKLER HEAD

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STORM MANHOLE

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WATER VALVE

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CONIFEROUS TREE

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DECIDUOUS TREE

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FENCE

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FIBER OPTICS

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GUARDRAIL

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HANDRAIL

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OVERHEAD WIRES

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SANITARY SEWER

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STORM SEWER

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UNDERGROUND ELECTRIC

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WATER MAIN

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BITUMINOUS SURFACE

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CONCRETE SURFACE

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LANDSCAPE ROCK

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PAVER SURFACE

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WALL

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ROW OF UPRIGHT HEADSTONES

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ROW OF FLAT HEADSTONES

AutoCAD SHX Text

FLOWER WATER STATION

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COMMUNICATION MANHOLE

AutoCAD SHX Text

HDPE

AutoCAD SHX Text

PVC

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POLYVINYL CHLORIDE PIPE

AutoCAD SHX Text

DIP

AutoCAD SHX Text

DUCTILE IRON PIPE

AutoCAD SHX Text

CMP

AutoCAD SHX Text

CORRUGATED METAL PIPE

AutoCAD SHX Text

HIGH-DENSITY POLYETHYLENE PIPE

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text N

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SCALE IN FEET

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SHEET INDEX:

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SHEET 3

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SHEET 4

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SHEET 5

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SHEET 6

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SHEET 7

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SHEET 8

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SHEET 9

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GATE

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GATE

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SANITARY FORCE MAIN

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COLUMBARIUM

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COLUMBARIUM

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COLUMBARIUM

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COLUMBARIUM

AutoCAD SHX Text

COLUMBARIUM

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GUY WIRE ONLY (NO POWER)

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ASPHALT CURB

AutoCAD SHX Text

RIM=365.4 INV=364.2

AutoCAD SHX Text

6"HDPE

AutoCAD SHX Text

RIM=366.2 INV=365.1

AutoCAD SHX Text

6"HDPE

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RAIN GARDEN

AutoCAD SHX Text 26.2

AutoCAD SHX Text 73.0

AutoCAD SHX Text 26.2

AutoCAD SHX Text 73.0

AutoCAD SHX Text

GFE=367.2

AutoCAD SHX Text

GFE=367.0

AutoCAD SHX Text

FFE=367.2

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GFE=367.2

AutoCAD SHX Text

GFE=382.5

AutoCAD SHX Text

RIM=367.0 INV=362.6

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

RIM=369.2 INV=365.4

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

FFE=380.1

AutoCAD SHX Text

FFE=398.0

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U.S. NAVY 7 FOOT TALL NAVY 7 FOOT TALL CHAINLINK FENCE WITH BARB WIRE

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DRAIN FIELD

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STEPS WITH HANDRAILS

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STEPS WITH HANDRAILS

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STEPS WITH HANDRAILS

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STEPS

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WALL

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CONCRETE CURB

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CONCRETE CURB

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CONCRETE CURB

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COLUMBARIUM

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TRUNCATED DOMES

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CONCRETE CURB

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CONCRETE CURB

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CONCRETE CURB

AutoCAD SHX Text C A B R I L L O

AutoCAD SHX Text M E M O R I A L

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ACCESS MANHOLES TO AN UNDERGROUND STORM WATER CHAMBER

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MAINTENANCE BUILDING

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FUEL TANK

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VAULT

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4"PVC

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ASPHALT CURB

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ASPHALT CURB

AutoCAD SHX Text C A B R I L L O

AutoCAD SHX Text M E M O R I A L

AutoCAD SHX Text D R I V E

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STATE ROUTE 209 (XI-SD-12-SD)

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STATE ROUTE 209 (XI-SD-12-SD)

AutoCAD SHX Text

SEPTIC SYSTEM

AutoCAD SHX Text 17.9

AutoCAD SHX Text 18.0

AutoCAD SHX Text 25.3

AutoCAD SHX Text 25.3

AutoCAD SHX Text 21.1

AutoCAD SHX Text 41.4

AutoCAD SHX Text 40.3

AutoCAD SHX Text 26.0

AutoCAD SHX Text 61.4

AutoCAD SHX Text 67.4

AutoCAD SHX Text 17.7

AutoCAD SHX Text 66.3

AutoCAD SHX Text 7.9

AutoCAD SHX Text 4.0

AutoCAD SHX Text 3.9

AutoCAD SHX Text 28.8

AutoCAD SHX Text 29.9

AutoCAD SHX Text 19.5

AutoCAD SHX Text 6.2

AutoCAD SHX Text 6.0

AutoCAD SHX Text 1.4

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AutoCAD SHX Text 16.9

AutoCAD SHX Text 6.0

AutoCAD SHX Text 0.7

AutoCAD SHX Text 0.7

AutoCAD SHX Text 1.5

AutoCAD SHX Text 22.1

AutoCAD SHX Text 10.0

AutoCAD SHX Text 4.7

AutoCAD SHX Text 15.8

AutoCAD SHX Text 10.1

AutoCAD SHX Text 16.5

AutoCAD SHX Text 36.8

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AutoCAD SHX Text 4.1

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WESTERN

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DRIVE

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WEST

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PORTAL

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NORTHEWEST

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LOOP

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WEST

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PORTAL

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LOOP

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SECOND

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DRIVE

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EAST

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MATCHLINE SEE SHEET V-104

MATCHLINE SEE SHEET V-106

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 n ca fo rt ro se cr an s

- c em et er y ro ad s\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

\s he et s fro m s ur ve y\ v-

6_ s_ ex is tin g co nd iti on s.

di t:jr ic hn d:6

/3 /2

:2

:7/

/2

9:

A

M

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16157

FORT ROSECRANS NATIONAL CEMETERY

ROADS AND SANITARY SEWER

IMPROVEMENTS

892-043/045

06-30-2022

1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106

Date: Dwg. of100

BID DOCUMENTS

COST ESTIMATING:GEOTECHNICAL :

TERRACON

1421 EDINGER AVE. SUITE C

TUSTIN, CA 92780

949-864-2082

RYAN HANKES

OCMI

6110 EXECUTIVE BLVD, SUITE 200

ROCKVILLE, MD 20852

202-299-0530

TOM STRANDBERG

IRRIGATION :

EC DESIGN GROUP

400 5TH STREET

WEST DES MOINES, IA 50265

515-215-6365

LISA ESSY

MECH/ELEC/PLUMB :

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309-283-1595

GREG RYCKAERT

V-106

EXISTING CONDITIONS

AutoCAD SHX Text A

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HHE

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EM

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FO

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SP

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EB

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LEGEND:

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AIR CONDITIONER

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BENCH

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CATCH BASIN

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CLEAN OUT

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CULVERT

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ELECTRIC BOX

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ELECTRIC METER

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GUARD POST

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HANDHOLE

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HANDHOLE COMMUNICATIONS

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HANDHOLE ELECTRIC

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HANDHOLE WATER

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HYDRANT

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IRRIGATION CONTROL BOX

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IRRIGATION CONTROL VALVE

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LIGHT POLE

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MANHOLE

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MANHOLE NOT FIELD VERIFIED

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POWER POLE

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POWER POLE ANCHOR

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ROOF DRAIN

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SANITARY MANHOLE

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SIGN

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SPRINKLER HEAD

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STORM MANHOLE

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WATER VALVE

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CONIFEROUS TREE

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DECIDUOUS TREE

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FENCE

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FIBER OPTICS

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GUARDRAIL

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HANDRAIL

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OVERHEAD WIRES

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SANITARY SEWER

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STORM SEWER

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UNDERGROUND ELECTRIC

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WATER MAIN

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BITUMINOUS SURFACE

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CONCRETE SURFACE

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LANDSCAPE ROCK

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PAVER SURFACE

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WALL

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ROW OF UPRIGHT HEADSTONES

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ROW OF FLAT HEADSTONES

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FLOWER WATER STATION

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COMMUNICATION MANHOLE

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HDPE

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PVC

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POLYVINYL CHLORIDE PIPE

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DIP

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DUCTILE IRON PIPE

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CMP

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CORRUGATED METAL PIPE

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HIGH-DENSITY POLYETHYLENE PIPE

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SCALE IN FEET

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SHEET INDEX:

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SHEET 3

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SHEET 4

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SHEET 5

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SHEET 6

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SHEET 7

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SHEET 8

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SHEET 9

AutoCAD SHX Text T

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RIM=398.7 INV=393.6

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INV=392.9 N INV=392.6 W-E

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MH 10-2 RIM=399.4

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MH=10-4 RIM=390.3 INV=384.9

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MH 10-09 RIM=402.4 INV=397.5 N INV=396.9 W-E

AutoCAD SHX Text THIS MANHOLE HAS A CITY METER IN IT TO MONITOR THE AMOUNT OF SEWAGE INTRODUCED BY THE NAVY BASE

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MH 10-1 NOT FOUND

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MH 10-3 NOT FOUND

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12"PVC

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12"PVC

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4"VCP

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12"PVC

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8"PVC

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12"DIP FORCE MAIN

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RADIO TOWER

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OVERHEAD ELECTRICAL

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ANTENNA TOWER

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7 FOOT TALL CHAINLINK FENCE WITH BARBWIRE

AutoCAD SHX Text 40.3

AutoCAD SHX Text 40.3

AutoCAD SHX Text 56.2

AutoCAD SHX Text 24.9

AutoCAD SHX Text 7.0

AutoCAD SHX Text 7.1

AutoCAD SHX Text 24.1

AutoCAD SHX Text

FLOOR ELEV.=407.8

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7 FOOT TALL CHAINLINK FENCE WITH BARBWIRE

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LARGE ELECTRICAL TRANSFORMERS

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ASPHALT CURB

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ASPHALT CURB

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ASPHALT CURB

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ASPHALT CURB

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ASPHALT CURB

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CONCRETE SWALE

AutoCAD SHX Text 18.2

AutoCAD SHX Text 10.1

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18"CIP

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RIM=396.0 INV=392.1

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IRRIGATION REGULATOR

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IRRIGATION REGULATOR

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8"PVC

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RIM=367.1 INV=365.6

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RIM=367.0 INV=362.6

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8"PVC

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COLUMBARIUM

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LOOKOUT TOWER

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CONCRETE CURB

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CONCRETE CURB

AutoCAD SHX Text THE SANITARY MAINTENANCE CREW HAS NEVER SEEN MH 10-1 AND RECOMMENDS TO USE MH 10-09

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COMMUNICATIONS BUILDING

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STEPS WITH HANDRAILS

AutoCAD SHX Text 7.0

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RIM=395.5 LOCKED

AutoCAD SHX Text C A B R I L L O

AutoCAD SHX Text M E M O R I A L

AutoCAD SHX Text D R I V E

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STATE ROUTE 209 (XI-SD-12-SD)

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EASTERN

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DRIVE

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MATCHLINE SEE SHEET V-105

MATCHLINE SEE SHEET V-107

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y:

\1

\1 n ca fo rt ro se cr an s

- c em et er y ro ad s\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

\s he et s fro m s ur ve y\ v-

7_ s_ ex is tin g co nd iti on s.

di t:jr ic hn d:6

/3 /2

:2

:7/

/2

9:

A

M

Office of Design and Construction

Services U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16157

FORT ROSECRANS NATIONAL CEMETERY

ROADS AND SANITARY SEWER

IMPROVEMENTS

892-043/045

06-30-2022

1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106

Date: Dwg. of100

BID DOCUMENTS

COST ESTIMATING:GEOTECHNICAL :

TERRACON

1421 EDINGER AVE. SUITE C

TUSTIN, CA 92780

949-864-2082

RYAN HANKES

OCMI

6110 EXECUTIVE BLVD, SUITE 200

ROCKVILLE, MD 20852

202-299-0530

TOM STRANDBERG

IRRIGATION :

EC DESIGN GROUP

400 5TH STREET

WEST DES MOINES, IA 50265

515-215-6365

LISA ESSY

MECH/ELEC/PLUMB :

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309-283-1595

GREG RYCKAERT

V-107

EXISTING CONDITIONS

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text W

AutoCAD SHX Text

HHE

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AutoCAD SHX Text

EM

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AutoCAD SHX Text D

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CO

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HHC

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OHW

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UE

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FO

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SP

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EB

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LEGEND:

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AIR CONDITIONER

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BENCH

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CATCH BASIN

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CLEAN OUT

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CULVERT

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ELECTRIC BOX

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ELECTRIC METER

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GUARD POST

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HANDHOLE

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HANDHOLE COMMUNICATIONS

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HANDHOLE ELECTRIC

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HANDHOLE WATER

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HYDRANT

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IRRIGATION CONTROL BOX

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IRRIGATION CONTROL VALVE

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LIGHT POLE

AutoCAD SHX Text

MANHOLE

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MANHOLE NOT FIELD VERIFIED

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

POWER POLE ANCHOR

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

SIGN

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SPRINKLER HEAD

AutoCAD SHX Text

STORM MANHOLE

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WATER VALVE

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CONIFEROUS TREE

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DECIDUOUS TREE

AutoCAD SHX Text

FENCE

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FIBER OPTICS

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GUARDRAIL

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HANDRAIL

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OVERHEAD WIRES

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SANITARY SEWER

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STORM SEWER

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UNDERGROUND ELECTRIC

AutoCAD SHX Text

WATER MAIN

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BITUMINOUS SURFACE

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CONCRETE SURFACE

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LANDSCAPE ROCK

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PAVER SURFACE

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WALL

AutoCAD SHX Text

ROW OF UPRIGHT HEADSTONES

AutoCAD SHX Text

ROW OF FLAT HEADSTONES

AutoCAD SHX Text

FLOWER WATER STATION

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COMMUNICATION MANHOLE

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HDPE

AutoCAD SHX Text

PVC

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POLYVINYL CHLORIDE PIPE

AutoCAD SHX Text

DIP

AutoCAD SHX Text

DUCTILE IRON PIPE

AutoCAD SHX Text

CMP

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CORRUGATED METAL PIPE

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HIGH-DENSITY POLYETHYLENE PIPE

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AutoCAD SHX Text N

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SCALE IN FEET

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SHEET INDEX:

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SHEET 3

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SHEET 4

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SHEET 5

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SHEET 6

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SHEET 7

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SHEET 8

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SHEET 9

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RIM=357.8 INV=354.0

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6"PVC

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TRUNCATED DOMES

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COLUMBARIUM

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CONCRETE CURB

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CONCRETE CURB

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EASTERN

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DRIVE

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NORTHEAST

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LOOP

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RIM=337.8 INV=334.4 W INV=325.9 E

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RIM=337.8 INV=335.0

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15"HDPE

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12"CMP

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TRUNCATED DOMES

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CONCRETE CURB

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CONCRETE CURB

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NORTHEAST

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LOOP

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MATCHLINE SEE SHEET V-106

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MATCHLINE A

MATCHLINE A

NO

PARKING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 n ca fo rt ro se cr an s

- c em et er y ro ad s\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

\1

_c

_l ay ou t.d w at hi el d:

6/

/2

:0 lo t:7 /1

4/

:1

AM

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157

FORT ROSECRANS NATIONAL CEMETERY

ROADS AND SANITARY SEWER

IMPROVEMENTS

892-043/045

06-30-2022

1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106

Date: Dwg. of 100

BID DOCUMENTS

COST ESTIMATING:GEOTECHNICAL :

TERRACON

1421 EDINGER AVE. SUITE C

TUSTIN, CA 92780

949-864-2082

RYAN HANKES

OCMI

6110 EXECUTIVE BLVD, SUITE 200

ROCKVILLE, MD 20852

202-299-0530

TOM STRANDBERG

IRRIGATION :

EC DESIGN GROUP

400 5TH STREET

WEST DES MOINES, IA 50265

515-215-6365

LISA ESSY

MECH/ELEC/PLUMB :

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309-283-1595

GREG RYCKAERT

VICINITY MAP

C100

OVERALL SITE PLAN

AT MT 10

N

0 100' 200'

1 OVERALL SITE PLAN - NORTH

SCALE: 1" = 100'

N

0 100' 200'

2 OVERALL SITE PLAN - SOUTH

SCALE: 1" = 100'

C101

2 EAST ENTRANCE &

UTILITY DRIVEWAY

C101

1CABRILLO

PARKING AREA

C101

COMMITTAL SHELTER

NORTHEAST LOOP

EASTERN DRIVE

EA

ST

P O

R

TA

L

SECOND DRIVE EAST

CABRILLO MEMORIAL DRIVE

WESTERN DRIVEW

ES

T

PO

RTA

L

SOUTHEAST LINK DRIVE

SOUTHEAST LOOP

FO

URTH DRIVE SO

UTH

TH

IR

D D

R

IVE SO

U

TH

WESTERN

DRIVE

SECOND

DR

EA

SO

UT

HW

ES

T

LOOP

IVE

ST

M

AT

C H

L

IN

E

- S

EE

B

EL

O

W

M

AT

C H

L

IN

E

- S

EE

A

BO

VE

CABRILLO MEMORIAL DRIVE

CONTRACTOR STAGING AREA. SEE SHEET C103.

TEMPORARY CONSTRUCTION TRAILER

ACCESS TO STAGING AREA

NOR

W E

TH

ST LOOP

NOTES

1. SEE SHEET CP100 FOR ROAD CONSTRUCTION INFORMATION.

2. SEE SHEET CU101 FOR SANITARY FORCEMAIN CONSTRUCTION

INFORMATION.

3. SEE SHEETS SHEETS CU201-##### FOR STORM SEWER

CONSTRUCTION INFORMATION.

COLUMBARIA

COURT

EXISTING

MAINTENANCE

BUILDING

EXISTING ADMIN BUILDING

R3'

TY

P.

6'

9' 8.0'

9'

TY

P.

9'

TYP.

9' TYP.

NO

PARKING

9'

R15

R1 5'

R3'

R20'

6'

.3

25.4' 5'

8.

3'

2'

4'

5'

4'

3.3'

R10' 29.1'

R30'

17.9'

4'

R50' 6'

R

R8

16.4'

.8

8.3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 n ca fo rt ro se cr an s

- c em et er y ro ad s\

_0 ci vi l\_ c ad fi le s\ _0 sh ee ts

\1

_c

_l ay ou t.d w at hi el d:

6/

/2

:0 lo t:7 /1

4/

:1

AM

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157

FORT ROSECRANS NATIONAL CEMETERY

ROADS AND SANITARY SEWER

IMPROVEMENTS

892-043/045

06-30-2022

1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106

Date: Dwg. of 100

BID DOCUMENTS

COST ESTIMATING:GEOTECHNICAL :

TERRACON

1421 EDINGER AVE. SUITE C

TUSTIN, CA 92780

949-864-2082

RYAN HANKES

OCMI

6110 EXECUTIVE BLVD, SUITE 200

ROCKVILLE, MD 20852

202-299-0530

TOM STRANDBERG

IRRIGATION :

EC DESIGN GROUP

400 5TH STREET

WEST DES MOINES, IA 50265

515-215-6365

LISA ESSY

MECH/ELEC/PLUMB :

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309-283-1595

GREG RYCKAERT

C101

SITE PLAN

ENLARGEMENTS

AT MT 11

VICINITY MAP

N

0 20' 40'

N

0 20' 40'

3 COMMITTAL SHELTER - SITE PLAN ENLARGEMENT

SCALE: 1" = 20'2 EAST ENTRANCE & UTILITY DRIVEYWAY - SITE PLAN ENLARGEMENT

SCALE: 1" = 20'

KEY NOTES

MATCH EXISTING PAVEMENT

CONCRETE CURB & GUTTER (4/CD101)

TAPER CURB

CONCRETE VALLEY GUTTER (7/CD101)

CONCRETE PEDESTRIAN RAMP (12/CD101)

ADA PARKING SIGN WITH BOLLARD

ADA PARKING SIGN & VAN ACCESSIBLE SIGN WITH BOLLARD

PAINTED ADA PARKING SYMBOL

4" BLUE STRIPING

4" WHITE STRIPING

FLOWER WATERING STATION (2/LP501)

RELOCATED CONCRETE BENCH, PLAQUE, AND BUS STOP SIGN

TRUNCATED DOMES

EXISTING MONUMENTS (PROTECT)

RELOCATED GUARD RAIL (1/LP501)

STAMPED COLORED CONCRETE

VEHICULAR CONCRETE PAVEMENT (1/CD101)

LEGEND

NEW ASPHALT PAVEMENT

NEW CONCRETE PAVEMENT

EXISTING CONCRETE PAVEMENT

NEW CONCRETE CURB & GUTTER

REINSTALL SALVAGED GUARDRAIL

4 88

M

AT

C H

L

IN

E 1/

C

MATCH LINE 2/C101

M

AT

C H

L

IN

E 2/

C

SEE CP

SERIES

SEE CP

SERIES 4 TOTAL

14.5'

N

0 20' 40'

1 CABRILLO PARKING AREA - SITE PLAN ENLARGEMENT

SCALE: 1" = 20'

EXISTING COMMITTAL SHELTER

(NO WORK PROPOSED TO STRUCTURE)

PUMP

HOUSE

UTILITY

BUILDING

DIRECTOR'S

LODGE

R16'

R 4'

R30'

R50'

R30.9' R30.9'

R8 '6'

6'

17 17 17 16

NOTE: SEE SHEET LP101 FOR INFORMATION ON

PROPOSED LANDSCAPING AND PLANTING WORKNOTE: SEE SHEET LP101 FOR INFORMATION ON

PROPOSED LANDSCAPING AND PLANTING WORK

NOTE: SEE SHEET LP101 FOR INFORMATION ON

PROPOSED LANDSCAPING AND PLANTING WORK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

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Office of Design and Construction

Services

U.S. Department of Veterans Affairs

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1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157

FORT ROSECRANS NATIONAL CEMETERY

ROADS AND SANITARY SEWER

IMPROVEMENTS

892-043/045

06-30-2022

1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106

Date: Dwg. of 100

BID DOCUMENTS

COST ESTIMATING:GEOTECHNICAL :

TERRACON

1421 EDINGER AVE. SUITE C

TUSTIN, CA 92780

949-864-2082

RYAN HANKES

OCMI

6110 EXECUTIVE BLVD, SUITE 200

ROCKVILLE, MD 20852

202-299-0530

TOM STRANDBERG

IRRIGATION :

EC DESIGN GROUP

400 5TH STREET

WEST DES MOINES, IA 50265

515-215-6365

LISA ESSY

MECH/ELEC/PLUMB :

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309-283-1595

GREG RYCKAERT

VICINITY MAP

C102

PROJECT PHASING

PLAN

AT MT 12

LEGEND

PHASE 1A

PHASE 1B (UTILITY BUILDING)

PHASE 2

PHASE 3

PHASE 4

PHASE 5

PHASE 6

PHASE 7

PHASE 8

PHASE 9

N

0 100' 200'

1 PHASING PLAN - NORTH

SCALE: 1" = 100'

N

0 100' 200'

2 PHASING PLAN - SOUTH

SCALE: 1" = 100'

RESTROOM RENOVATIONS

UTILITY BUILDING

CABRILLO PARKING AREA

PHASE 9

COMMITTAL SHELTER

PHASE 6

NORTHEAST LOOP

EASTERN DRIVE

EA

ST

P O

R

TA

L

SECOND DRIVE EAST

CABRILLO MEMORIAL DRIVE

W

ES

T

PO

RTA

L

SOUTHEAST LINK DRIVE

SOUTHEAST LOOP

FO

URTH DRIVE SO

UTH

TH

IR

D D

R

IVE SO

U

TH

WESTERN

DRIVE

SECOND

DR

EA

SO

UT

HW

ES

T

LOOP

IVE

ST

M

AT

C H

L

IN

E

- S

EE

B

EL

O

W

M

AT

C H

L

IN

E

- S

EE

A

BO

VE

CABRILLO MEMORIAL DRIVE

TEMPORARY COMMITTAL SHELTER

SEE DETAIL 3

WESTERN DRIVE

NOTES

1. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL CEMETERY

MAINTENANCE AND ADMIN AREAS, BURIAL SECTIONS, AND

COLUMBARIA AT ALL TIMES DURING CONSTRUCTION.

2. PHASING INTENT IS FOR CONSTRUCTION TO BEGIN FROM

TURN-AROUND AREAS (LOOPS) AND PROGRESS TOWARDS THE

CENTRAL ACCESS POINTS OFF CABRILLO MEMORIAL DRIVE.

CONSTRUCTION TRAFFIC SHALL NOT BE ALLOWED WITHIN

COMPLETED PHASES AND SHALL NOT BE ALLOWED ON NEWLY

CONSTRUCTED PAVEMENTS.

3. CONTRACTOR MAY WORK ON MULTIPLE PROJECT PHASES

SIMULTANEOUSLY, GRANTED THAT THE PHASES BEING WORKED ON

ARE NOT PHYSICALLY ADJACENT TO EACH OTHER. (I.E. CONTRACTOR

MAY NOT WORK ON PHASE 4 AND 5 AT THE SAME TIME BUT MAY WORK

ON PHASE 4 AND 7 AT THE SAME TIME). THE EXCEPTION TO THIS IS

THAT PHASES 1A, 1B, & 2 MAY OCCUR SIMULTANEOUSLY.

4. ALL WORK IN EACH ROADWAY PHASE AREA SHALL BE COMPLETED

(CURB INSTALLED, BASE PAVING COURSE INSTALLED, IRRIGATION

REPLACED AND VEGETATION RESTORED) PRIOR TO COMMENCING

WORK ON NEXT PHASE.

5. WEAR COURSE PAVING SHALL BE COMPLETED SIMULTANEOUSLY FOR

ALL PHASES INCLUDING MILL AND OVERLAY AREAS IN ORDER TO

PROVIDE A UNIFORM PAVED SURFACE.

6. TEMPORARY COMMITTAL SHELTER SHALL BE INSTALLED IMMEDIATELY

PRIOR TO COMMENCING WORK ON PHASE 6 AND REMAIN IN PLACE

UNTIL ALL WORK WITHIN PHASE 6 IS COMPLETED AND ACCEPTED.

COORDINATE THE SCHEDULING OF THIS WORK WITH CEMETERY

DIRECTOR AND APPROVAL OF THE RE/COR. TEMPORARY COMMITTAL

SHELTER MAY NOT BE ERECTED OR IN USE DURING THE WEEK

LEADING UP TO AND THROUGH THE MEMORIAL DAY HOLIDAY.

7. DURING PERIOD WHEN TEMPORARY COMMITTAL SHELTER IS IN USE,

CONTRACTOR MAY NOT BE WORKING IN PHASE 4, PHASE 8, OR PHASE

9.

8. CONTRACTOR SHALL PROVIDE TEMPORARY…

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