892-043 Ft Rosecrans - Add No 1 - Plans - pt3.pdf

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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6/

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2:

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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 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

CD101

CIVIL SITE DETAILS 1

AT MT 67

MATCH EXIST.

(TYP)

EXPANSION JOINT (TYP)

NO. 4 REINFORCING RODS (3)

CONTINUOUS IN CROSS GUTTER

EXPANSION JOINT.

18"

APPROX.

EXPANSION

JOINT (TYP)

VARIABLE

7"

3' MIN.

1-1/2"

MIN.

SCALE:1

VEHICULAR CONCRETE PAVEMENT DETAIL

NTS SCALE:4

CONCRETE CURB DETAIL

NTS SCALE:5

ASPHALT PATCH FOR CURB CONSTRUCTION

NTSSCALE:2

PEDESTRIAN CONCRETE DETAIL

NTS SCALE:3

ASPHALT PAVEMENT DETAIL

NTS

TACK COAT

6" MIN. COMPACTED AGGREGATE BASE

2" BITUMINOUS ASPHALT BASE COURSE

1 1/2" BITUMINOUS ASPHALT WEAR COURSE

APPROVED SUBGRADE

4" CONCRETE

6" MIN. COMPACTED AGGREGATE BASE

APPROVED SUBGRADE

4"

6"

#4 REBAR @ 24" O.C. SPACING EACH WAY

APPROVED SUBGRADE

8" CONCRETE PAVEMENT

12" AGGREGATE BASE

1 1/4" min.

1 3/4" max.1/8" to 1/4"

1/8"

SAWCUT OR TOOLED

POLYURETHANE

SEALANT

1/2" NON-EXTRUDING

PRE-MOLDED COMPRESSIBLE

MATERIAL

TOOLED JOINT

2" min.

2 1/4" max.1/8" to 1/4"

1/8"

SAWCUT OR TOOLED

PEDESTRIAN CONCRETE

VEHICULAR CONCRETE

PAVEMENT

SCALE:8

CONTROL JOINT DETAIL

NTS

SCALE:9

EXPANSION JOINT DETAIL

NTS

NOTES:

1.) PAVEMENT SHALL COMPLY WITH GEOTECHNICAL REPORT

2.) CONTROL JOINTS TO BE SPACED A MAXIMUM OF 12'.

3.) SEE PLANS FOR MORE DETAILED JOINT LAYOUT. NOTES:

1.) PAVEMENT SHALL COMPLY WITH GEOTECHNICAL REPORT

B612

AT ALL TRENCHES 2#4 REINFORCING RODS

SHALL BE PLACED IN THE LOWER PORTION OF

THE CURB 20 FEET IN LENGTH.

2#4 REINFORCING RODS AT CATCH BASINS NO

LESS THEN 10 FEET IN LENGTH.

SLOPE 3/4"

PER FT.

1/2" RAD.

6"

3" RAD.

1/2" RAD.

.5

6"

2" 2"

2"

7"

8" 12"

SCALE:11

IRRIGATION HEAD TEMPORARY AND PERMANENT LOCATION

NTS

EXISTING LATERAL

EXISTING HEAD

LOCATION

TEMPORARY IRRIGATION

HEAD LOCATION DURING CONSTRUCTION

(SALVAGED EXISTING IRRIGATION HEAD),

TEE OFF LATERAL, CAP AFTER REMOVAL

10' MAX

4' TYP

NOTE:

THE CONTRACTOR IS RESPONSIBLE FOR

TEMPORARY IRRIGATION OF ALL SOD

UNTIL IT IS FULLY ESTABLISHED PER

SPECS. THE CONTRACTOR MAY NOT

UTILIZE THE EXISTING IRRIGATION

SYSTEM TO KEEP THE NEW SOD

CONTINUALLY MOIST IN DROUGHT

CONDITIONS. THIS MAY BE

ACCOMPLISHED WITH A WATER TRUCK

EQUIPPED WITH THE APPROPRIATE

HOSES AND NOZZLES.

SCALE:7

CONCRETE VALLEY GUTTER DETAIL

NTS

3/4" /FT

SCALE:10

ASPHALT PATCHING DETAIL

NTS

ASPHALT PATCH

1 12" BITUMINOUS WEAR COURSE

2" BITUMINOUS BASE COURSE

COMPACTED AGGREGATE BASE

APPROVED SUBGRADE

3" MIN.

6" MIN.

6"

NOTES:

1. ASPHALT PATCH SHALL BE 6" WIDER ON EITHER SIDE OF TRENCH EXCAVATION.

SAWCUT AND REMOVE EXISTING ASPHALT TO PROVIDE CLEAN MATCH POINT.

2"

SCALE:13

HEAVED PAVEMENT REMOVAL

NTS

TREE ROOT

REMOVE HEAVED PAVEMENT TO

TOP OF UNDERLYING TREE ROOTREMOVE HEAVED PAVEMENT TO LINE

OF ADJACENT UNHEAVED PAVEMENT

TREE ROOT

SMALLER ROOT HEAVING LARGER ROOT HEAVING

LINE OF ADJACENT PAVEMENT

TAPER REMOVAL BACK

TO PAVEMENT GRADE

SCALE:12

PEDESTRIAN CURB RAMP DETAIL

NTS

2' MIN.

FULL DEPTH SAWCUT

REMOVE ASPHALT PAVEMENT TO ALLOW

FOR CONCRETE CURB CONSTRUCTION.

ASPHALT PATCH TO MATCH EXISTING SECTION

EXISTING AND

PROPOSED CURB

NOTE: INSTALL PRE-MOLDED EXPANSION

MATERIAL AT MATCHPOINT WITH ALL COLUMNS,

FOOTINGS, AND BUILDINGS.

NOTES:

1. ALL HEADS AT BACK OF CURB TO BE REPLACED WITH TORO T7P #9 NOZZLE, NEW

SWING JOINTS AND OLDCASTLE M305BA SPRINKLER COLLARS.

2. ADJUST SPRINKLER HEADS AFTER INSTALLATION TO NOT SPRAY ON ROADWAYS.

NOTE: TRUNCATED DOME PANELS SHALL BE DARK GREY IN COLOR. SUBMIT FOR COR APPROVAL.

SCALE:14

TRAFFIC RATED HANDHOLE

NTS

6" MIN. CONC

ALL SIDES

6"

TRAFFIC RATED HANDHOLE

REINFORCED 1/2" GALVANIZED STEEL PLATE COVER

WITH NON-SLIP TEXTURED SURFACE

INSIDE DIMENSIONS VARY

MATCH EXISTING

(18"x24" MIN.)

CLEAN CRUSHED ROCK SUMP

3" MIN.

MATCH TO WITHIN 1/8" OF

ADJACENT PAVEMENT SURFACE

NOTE: INSTALLATION SHALL MEET REQUIREMENTS OF CALTRANS STANDARD PLAN ES-8B

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

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y

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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

CD102

CIVIL SITE DETAILS 2

AT MT 68

SCALE:4

PIPE BOLLARD DETAIL

NTS

12"

6"

GRANULAR

FILL

COMPACTED

BACKFILL

"DIA." DENOTES OUTSIDE

DIAMETER OF PIPE

DIA+12" MIN.

COMPACTED

BACKFILL

12"

AGGREGATE BASE.

"DIA." DENOTES OUTSIDE

DIAMETER OF PIPEDIA+12" MIN.

IMPROVED PIPE

FOUNDATION

PIPE FOUNDATION & BEDDING IN

POOR SOILS

PIPE FOUNDATION & BEDDING IN

GOOD SOILS

DIA.

DIA.

SCALE:3

PIPE BEDDING DETAIL

NTS

BUTT JOINTS. ENDS OF ROCK/COMPOST

LOG TO BE SECURELY CLOSED TO

PREVENT LOSS OF OPEN GRADED

AGGREGATE FILL. SECURE WITH 50 PSI ZIP

TIE. (TYP.)

GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG

AND 4-6 INCHES IN DIAMETER. SEAM TO BE

JOINED BY TWO ROWS OF STITCHING WITH A

PLASTIC MESH BACKING OR PROVIDE A HEAT

BONDED SEAM (OR APPROVED EQUIVALENT).

FILL LOG WITH AN OPEN GRADED AGGREGATE

CONSISTING OF SOUND DURABLE PARTICLES

OF COARSE AGGREGATE.

SCALE:5

BIO-ROLL DETAIL

NTS

MAIN LINE

IN LINE CLEANOUT END OF LINE CLEANOUT

SEWER

24"x24"

CONCRETE

COLLAR

DROP LID

TYPE

ENCASE PVC WYE IN CONCRETE

MIN. 1/3 CU. YDS.

ENCASE PVC BENDS IN CONCRETE

MIN. 1/3 CU. YDS.

ONE PIECE 4" PVE

CLEANOUT RISER

100' MAX

100' MAX

4" PVC

6"x4" RED

LONG SWEEP

90° BEND

4" PVC

6"x4" RED

LONG SWEEP

90° BEND

WYE

" M

IN

18"

TYP.

PAVEMENT SECTION OR SURFACE

TO MATCH

WARNING TAPE PLACED 6" ABOVE PIPE

CALTRANS SAND BACKFILL

PE FORCEMAIN W/ TRACER WIRE

TAPED TO TOP OF PIPE

SCALE:1

PVC CLEANOUT DETAIL

NTS SCALE:2

TYPICAL FORCEMAIN TRENCH DETAIL

NTS

SCALE:6

CATCH BASIN MANHOLE

NTS

SCALE:7

STORM SEWER MANHOLE

NTS SCALE:8

STORM PIPE TERMINATION AT CONCRETE SWALE

NTS

SECTION

PLAN

SEE C3 STORM SCHEDULE

CASTING

PRECAST INVERT MUST BE 1/2 DIAMETER OF

PIPE AND BENCHES SHOULD BE SLOPED 2"

TOWARD INVERT. MATCH 0.8THS POINT OF

MAIN LINE SEWER AND LATERIAL BRANCH.

MANHOLE STEPS SHALL BE PLACED

SO THAT OFFSET VERTICAL PORTION

OF CONE IS FACING DOWNSTREAM.

NEENAH FRAME AND COVER OR

EQUAL LETTERED "SANITARY

SEWER" OR "STORM SEWER" WITH 2

CONCEALED PICK HOLES

CONCRETE ADJUSTMENT RINGS WITH

FULL BED OF MORTAR BETWEEN EACH.

TOTAL ADJUSTMENT MIN. 4" MAX. 14"

PRECAST ECCENTRIC CONE SECTION

MANHOLE STEPS, NEENAH R1981N

OR EQUAL, 16" ON CENTER.

COPOLYER POLYPROPYLENE

PLASTIC (PSI-PF) AND ALUMINUM

STEPS APPROVED.

ALL JOINTS IN PRECAST MANHOLE

SECTIONS TO HAVE "O" RING RUBBER

GASKETS.

PRECAST MANHOLE SECTIONS

PIPE SHALL BE CUT OUT FLUSH

WITH INSIDE FACE OF WALL.

NOTE: KOR-N-SEAL MANHOLE OR EQUAL

CONSIDERED ACCEPTABLE ALTERNATE.

ALL DOG HOUSES SHALL BE GROUTED

ON BOTH INSIDE AND OUTSIDE.

MINIMUM THICKNESS OF PRECAST

BASE IS 6" FOR 14' DEEP OR LESS, AND

INCREASES 1" IN THICKNESS FOR

EVERY 4' OF DEPTH GREATER THAN 14'.

5"

4'-0"

4'-0"

VARIES

12"-16"

VARIES

"B"

"A"

SECTION A

12" HDPE PIPE

REGRADE TO PROVIDE PIPE COVER

EXISTING TOP OF CURB

BASE OF CURB

FLOWLINE

SAWCUT & REMOVE

CONCRETE

SECTION B

EX

IS

TI

N

G B

O U

N D

AR

Y

W

AL

L

16"

3' 3'

4" M

IN

SAWCUT & REMOVE

CONCRETEFLOWLINE

BASE OF CURB

TOP OF CURB

RECONSTRUCT CURB TO

PROVIDE COVER OVER PIPE

TOP OF CURB OVER PIPE

48"-#3 REBAR PLACED ON

CENTER, DIRECTLY BEHIND

CURB BOX IN CONCRETE CURB.

GROUT WITH AN

APPROVED BONDING

AGENT ADDITIVE. SHALL

BE PLACED BETWEEN

AND OUTSIDE OF THE

ADJUSTING RINGS.

3 MIL

POLYETHYLENE

WRAP AROUND

THE OUTSIDE OF

CONCRETE CURB

MIX.

CONCRETE CURB

MIX SHALL

INCORPORATE THE

ENTIRE CASTING

AND ADJUSTING

RINGS.

ONLY CONCRETE OR

METAL SHIMS SHALL

BE USED FOR

LEVELING CASTING.

2" ADJUSTING RINGS

MINIMUM - 2

MAXIMUM - 6

NEENAH 3067 OR

APPROVED EQUAL

FINISHED GRADE

PLASTIC OR ALUMINUM STEPS

TO MEET ASTM 478

POURED OR PRECAST

CONCRETE BASE (3000 P.S.I.)

TYPE II COVER SLAB

(4000 P.S.I.)

MANHOLE MUST

MEET ASTM 478

TAR OR GROUT SEAL

GROUT BENCH

& FLOW LINE

POURED OR PRECAST

CONCRETE BASE (3000 P.S.I.)

STANDARD CATCHBASIN

SUMPED CATCHBASIN

4'-0"

5"

6"5' - 4" MINIMUM

VA

R

IE

S

6" 24" X 36"

1"

3" MINIMUM

6"5'-4" MINIMUM

D

4" STEEL PIPE

CONCRETE FOOTING

FILL PIPE WITH CONCRETE A FINISH

ROUNDED TOP 1" PROUD OF PIPE

12" DIA.

SCALE:9

TRAFFIC RATED HANDHOLE DETAIL

NTS

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

_d et ai ls

.d w at hi el d:

6/

/2

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2:

P

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 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

CD103

CIVIL SITE DETAILS 3

AT MT 69

SCALE:1

FORCEMAIN CONNECTION MANHOLE DETAIL

NTS

BALL VALUE

BALL VALUE

SEE TEE

DETAIL

TEE ASSEMBLIES

SEE NOTE AND

DETAIL

FL

O

W

FLOWFLOW

TEE ASSEMBLY

FL

O

W

FLOW

12x8x18 SOLID

CONC. BLOCK

FABRICATED METAL BRACKET

FOR TEE ASSEMBLY SUPPORT

ANCHORED TO CONC. BLOCK

REFERENCE NOTES:

1 ROMAC PART #R511035003507 WITH NBR GASKETS

2 3" X 21" PIPE (ONE END THREADED)

3 3" X 3" X 3" THREADED TEE (150 PSI)

4 3" X 6" NIPPLE (BOTH ENDS THREADED)

5 3" S.S. BALL VALVE

6 3" X 4" NIPPLE (BOTH ENDS THREADED)

7 3" CAM & GROOVE MALE ADAPTOR BY 3" N.P.T. (BRASS)

8 3" CAM & GROOVE DUST CAP (BRASS)

9 3" X 10" SDR21 PVC PIPE

10 3" SCH 40 PVC SOCKET GLUE COUPLING

11 3" X (1.25" OR 1.5") SCH 40 PVC SOCKET BUSHING

91011 6 4 2 1 9 10 11

TEE

12x8x18 SOLID

CONC. BLOCK

TEE ASSEMBLY DETAIL

TEE DETAIL

NOTE:

BALL VALVE AND TEE ASSEMBLIES ARE TO BE

INSTALLED VERTICALLY, BUT ARE SHOWN

HORIZONTALLY FOR CLARITY.

NOTE:

BALL VALVE AND TEE ASSEMBLIES ARE TO BE

INSTALLED VERTICALLY, BUT ARE SHOWN

HORIZONTALLY FOR CLARITY.

84" PRECAST CONCRETE MANHOLE

.5

.5

SLAB TOP AND COVER DETAIL

42" DIA. FRAME AND COVER

W/ 24" DIA. OFFSET INNER COVER

FORCEMAIN ALIGNMENT

FORCEMAIN ALIGNMENT

PRECAST CONCRETE TOP SLAB

6" CONCRETE BASE

SLOPE FLOOR TO SINGLE LOW POINT FOR CLEANING

TEE ASSEMBLY

FLOW

REFERENCE NOTES:

1 ROMAC PART #R511035003507 WITH NBR GASKETS

2 3" X 10" PIPE (ONE END THREADED)

3 3" X 3" X 3" THREADED TEE (150 PSI)

4 3" X 3" SCH 40 PVC WYE

5 3" S.S. BALL VALVE

6 3" X 4" NIPPLE (BOTH ENDS THREADED)

7 3" CAM & GROOVE MALE ADAPTOR BY 3" N.P.T. (BRASS)

8 3" CAM & GROOVE DUST CAP (BRASS)

9 3" X 10" SDR21 PVC PIPE

10 3" SCH 40 PVC SOCKET GLUE COUPLING

11 3" X (1.25" OR 1.5") SCH 40 PVC SOCKET BUSHING

12 3" SCH 40 PVC UNION - F.P.T.

13 3" SCH 40 PVC 45° BEND

SCALE:2

FORCEMAIN CLEANOUT MANHOLE

NTS

48" PRECAST CONCRETE MANHOLE

2 1 9 10 11

9 12

PARTS LIST

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

_d et ai ls

.d w at hi el d:

6/

/2

:0 lo t:7

/1 4/

2:

P

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 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

CD104

CIVIL SITE DETAILS 4

AT MT 70

SCALE:1

STREET SECTION A-A (RAISE ROAD DEMO)

NTS

VARIES

REMOVE EXISTING CONCRETE CURB REMOVE EXISTING

CONCRETE CURB

SCALE:3

STREET SECTION C-C (MILL & OVERLAY DEMO)

NTS

SCALE:2

STREET SECTION B-B (FULL DEPTH REPLACEMENT DEMO)

NTS

EXISTING AGGREGATE BASE TO

REMAIN

MILL 0.5" @ ℄

VARIES VARIES

VARIES

REMOVE EXISTING CONCRETE CURB

REMOVE EXISTING

CONCRETE CURB

EXISTING AGGREGATE BASE TO

REMAIN

VARIES VARIES

MILL 1" @ GUTTER

SCALE:4

STREET SECTION D-D (MILL & OVERLAY DEMO - EXISTING LEFT CURB TO REMAIN)

NTS

VARIES

REMOVE EXISTING CONCRETE CURB

REMOVE EXISTING

CONCRETE CURBVARIES VARIES

REMOVE ALL EXISTING BITUMINOUS

PAVEMENT AND AGGREGATE BASE

MILL 0.5" @ ℄

VARIES

EXISTING CONCRETE

CURB TO REMAIN

REMOVE EXISTING

CONCRETE CURB

EXISTING AGGREGATE BASE TO

REMAIN

VARIES VARIES

MILL 1" @ GUTTER

ALL PAVEMENT TO REMAIN EXCEPTING SELECT REMOVAL

OF HEAVED PAVEMENT PER DETAIL 13 ON SHEET CD101

NOTES:

1. EXISTING PAVEMENT TO REMAIN IN PLACE. LIMITED AREAS OF BROKEN

PAVEMENT TO BE REMOVED WHERE ROOTS HAVE CAUSED HEAVING.

REMOVE BROKEN PAVEMENT BY HAND ASSISTED BY SELECTIVE USE OF

PNEUMATIC HAMMER TOOL.

2. REMOVE CONCRETE CURB & GUTTER FROM BOTH SIDES OF THE ROADWAY.

3. CONTRACTOR SHALL TAKE CARE TO PROTECT & MINIMIZE DISTURBANCE

TO EXISTING TREE ROOTS.

4. FILL VOID FROM CURB REMOVAL WITH AGGREGATE BASE UP TO LEVEL OF

EXISTING PAVEMENT AND COMPACT TO SPECIFICATION.

MILL 1" @ GUTTER

MILL 1" @ GUTTER

NOTES:

1. REMOVE ALL EXISTING PAVEMENT, CONCRETE CURB & GUTTER, AND

AGGREGATE BASE MATERIAL.

2. SUBCUT SUBGRADE TO PLAN GRADES TO PREPARE FOR NEW AGGREGATE

BASE MATERIAL.

NOTES:

1. REMOVE EXISTING CONCRETE CURB & GUTTER FROM BOTH SIDES OF THE

ROADWAY. RECONSTRUCT CURB & GUTTER PER 3/CD105 PRIOR TO

MILLING EXISTING PAVEMENT.

2. MILL EXISTING BITUMINOUS PAVEMENT. MILLING SHALL TAPER IN DEPTH

FROM A FULL 1" @ CURB TO APPROXIMATELY 12 " @ CENTERLINE.

3. NO CURB IS PRESENT ON EASTERN DRIVE RIGHT OF CENTERLINE FROM

STA 13+29 TO 14+04 AND 15+45 TO END OF ALIGNMENT.

NOTES:

1. REMOVE EXISTING CONCRETE CURB & GUTTER FROM ROADWAY SIDE

OPPOSITE OF THE SIDEWALK & COLUMBARIA WALL. SIDEWALK & CURB IN

FRONT OF COLUMBARIA WALL SHALL REMAIN. CONTRACTOR TO ROTECT

AS NECESSARY.

2. MILL EXISTING BITUMINOUS PAVEMENT. MILLING SHALL TAPER IN DEPTH

FROM A FULL 1" @ CURB TO APPROXIMATELY 12 " @ CENTERLINE.

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

_d et ai ls

.d w at hi el d:

6/

/2

:0 lo t:7

/1 4/

2:

P

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 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

CD105

CIVIL SITE DETAILS 5

AT MT 71

SCALE:1

STREET SECTION E-E (RAISE ROAD INSTALL)

NTS

SCALE:3

STREET SECTION G-G (MILL & OVERLAY INSTALL)

NTS

SCALE:2

STREET SECTION F-F (FULL DEPTH REPLACEMENT INSTALL)

NTS

NEW VERTICAL CONCRETE CURB

NEW CURB AGGREGATE BASE TO

EXTEND 1' BEHIND CURB

3" BASE COURSE

CLASS 2 AGG.3"ASPHALT PAVEMENT

PER 4/CD101

NEW CURB AGGREGATE

BASE TO EXTEND

1' BEHIND CURB

3" 3"

SCALE:4

STREET SECTION H-H (MILL & OVERLAY INSTALL - EXISTING LEFT CURB TO REMAIN)

NTS

VARIES

2% 2%

NEW VERTICAL CONCRETE CURB

PER 6/CD101

NEW VERTICAL CONCRETE CURB

NEW CURB AGGREGATE BASE TO

EXTEND 1' BEHIND CURB

2" BASE COURSE

ASPHALT PAVEMENT

1.5" WEAR COURSE ASPHALT

PAVEMENT PER 4/CD101

NEW CURB AGGREGATE

BASE TO EXTEND

1' BEHIND CURB

6" 6"

VARIES

2% 2%

NEW VERTICAL CONCRETE CURB

PER 6/CD101

6"

6" COMPACTED AGGREGATE BASE

NEW VERTICAL CONCRETE CURB

1" ASPHALT OVERLAY

VARIES

VARIES VARIES

NEW VERTICAL CONCRETE CURB

PER 6/CD101

NEW VERTICAL CONCRETE CURB

PER 6/CD101

1" ASPHALT OVERLAY

1"

VARIES

VARIES VARIES

EXISTING CONCRETE

CURB TO REMAIN

CONSTRUCT 3" BITUMINOUS

PAVEMENT SECTION OVER 3"

AGGREGATE BASE OVER EXISTING

PAVEMENT

MIRAFI MPG-G4 GEOTEXTILE

FABRIC OR APPROVED EQUAL

(SEE PLANS FOR LOCATIONS)

ALL PAVEMENT TO REMAIN PER DETAIL 1/CD104

1"

AS

NEEDED AS

NEEDED

NOTES:

1. CONSTRUCT NEW AGGREGATE BASE SECTION FOR CONCRETE CURB.

INSTALL NEW CONCRETE CURB & GUTTER INDICATED.

2. INSTALL MIRAFI PGM-G4 GEOTEXTILE FABRIC IN AREAS OF ROOT DAMAGE,

INDICATED ON THE PLANS. ADHERE TO EXISTING PAVEMENT SURFACE

WITH BITUMINOUS TACK COAT APPLIED @ 0.15 GAL/SY.

3. CONSTRUCT NEW AGGREGATE BASE SECTION OVER EXISTING PAVEMENT

& GEOTEXTILE FABRIC.

4. CONSTRUCT 2" BITUMINOUS PAVEMENT BASE COURSE.

5. CONSTRUCT 1" BITUMINOUS PAVEMENT WEAR COURSE AT SAME TIME AS

OVERLAY TO PROVIDE UNIFORM SURFACE.

NOTES:

1. CONSTRUCT AGGREGATE BASE SECTION OVER PREPARED & APPROVED

SUBGRADE.

2. CONSTRUCT CONCRETE CURB & GUTTER.

3. CONSTRUCT 2" BITUMINOUS PAVEMENT BASE COURSE.

4. CONSTRUCT 1.5" BITUMINOUS PAVEMENT WEAR COURSE AT SAME TIME AS

OVERLAY TO PROVIDE UNIFORM SURFACE.

NOTES:

1. CONSTRUCT CONCRETE CURB & GUTTER PRIOR TO BITUMINOUS

PAVEMENT MILLING. DUE TO TAPERED MILLING, PROPOSED CENTERLINE

SHOULD BE APPROX. 0.5" HIGHER THAN EXISTING.

2. MILL PAVEMENT PER 3/CD104.

3. CONSTRUCT BITUMINOUS PAVEMENT OVERLAY AT SAME TIME AS

BITUMINOUS WEAR COURSE CONSTRUCTION TO PROVIDE UNIFORM

SURFACE THROUGHOUT ROAD LENGTH.

4. OMIT NEW CURB ON EASTERN DRIVE RIGHT OF CENTERLINE FROM STA

13+29 TO 14+04 AND 15+45 TO END OF ALIGNMENT.

NOTES:

1. CONSTRUCT CONCRETE CURB & GUTTER PRIOR TO BITUMINOUS

PAVEMENT MILLING, PROPOSED CENTERLINE SHOULD BE APPROX. 0.5"

HIGHER THAN EXISTING.

2. MILL PAVEMENT PER 4/CD104.

3. CONSTRUCT BITUMINOUS PAVEMENT OVERLAY AT SAME TIME AS

BITUMINOUS WEAR COURSE CONSTRUCTION TO PROVIDE UNIFORM

SURFACE THROUGHOUT ROAD LENGTH.

ADD/REPLACE AGGREGATE BASE FOR NEW CURB

INSTALL AS NECESSARY/DIRECTED BY COR

ADD/REPLACE AGGREGATE BASE FOR NEW CURB

INSTALL AS NECESSARY/DIRECTED BY COR

ADD/REPLACE AGGREGATE BASE FOR NEW CURB

INSTALL AS NECESSARY/DIRECTED BY COR

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

_d et ai ls

.d w at hi el d:

6/

/2

:0 lo t:7

/1 4/

2:

P

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 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

CD106

CIVIL SITE DETAILS 6

AT MT 72

SCALE:1

SILT FENCE DETAIL

NTS SCALE:2

EROSION CONTROL BLANKET DETAIL

NTS

SCALE:4

RAISE & REALIGN FLAT MARKER DETAIL

NTS

EXISTING MARKERS

EXISTING GRADE

PROPOSED GRADE

PROPOSED CURB

RELOCATED MARKERS

SEE DETAILS 4-6/CD106 FOR DETAILS

OF FLAT MARKER SUPPORT

SCALE:3

RAISE & REALIGN UPRIGHT MARKER DETAIL

NTS

PROPOSED GRADE

PROPOSED CURB

RELOCATED MARKERS

SEE DETAIL 3/CD106 FOR DETAIL

OF UPRIGHT MARKER SUPPORT

SCALE:5

RAISE & REALIGN FLAT MARKER DETAIL

NTS

SCALE:6

RAISE & REALIGN FLAT MARKER DETAIL

NTS

SCALE:7

RAISE GRADE ROAD SECTION - TYPICAL FLAT MARKER ADJUSTMENT (RAISE & REALIGN)

NTS

SCALE:8

MEMORIAL ISLAND GRADING - TYPICAL UPRIGHT MARKER ADJUSTMENT (RAISE & REALIGN)

NTS

AutoCAD SHX Text

NATIVE SOIL

AutoCAD SHX Text

COMPACTED CRUSHED AGGREGATE BACKFILL

AutoCAD SHX Text

UPRIGHT HEADSTONE

AutoCAD SHX Text

BASE AGGREGATE PER SYNTHETIC TURF SPEC

AutoCAD SHX Text

COMPACTED CRUSHED AGGREGATE BASE

AutoCAD SHX Text

NATIVE SOIL

AutoCAD SHX Text

HEADSTONE

AutoCAD SHX Text

SYNTHETIC TURF

AutoCAD SHX Text

TOP VIEW (SECTION)

AutoCAD SHX Text

FRONT VIEW (SECTION)

AutoCAD SHX Text

SIDE VIEW (SECTION)

AutoCAD SHX Text

COMPACTED CRUSHED AGGREGATE BACKFILL

AutoCAD SHX Text

UPRIGHT HEADSTONE ANCHOR

AutoCAD SHX Text

PLASTIC MARKER SUPPORT GRID, CONTINUOUS

AutoCAD SHX Text

SUBGRADE- SCARIFY, AMEND & RE-COMPACT- THROUGHOUT

AutoCAD SHX Text

AMENDED TOPSOIL

AutoCAD SHX Text

FLAT MARKER SET ON COMPACTED 1/4" MINUS LEVELLING SAND, TYP.

AutoCAD SHX Text

FINISH GRADE 1" BELOW MARKER

AutoCAD SHX Text

COMPACTED 3/4" MINUS AGGREGATE BASE

AutoCAD SHX Text NOTES: AMENDED TOPSOIL IS A HOMOGENOUS BLEND AMENDED TOPSOIL IS A HOMOGENOUS BLEND OF NATIVE TOPSOIL AND IMPORTED TOPSOIL. FLAT MARKER THICKNESS VARIES. VERIFY THICKNESS IN FIELD AND ADJUST MARKER SUPPORT SYSTEM AS REQUIRED.

AutoCAD SHX Text

COMPACTED 3/4" MINUS COMPACTED CRUSHED AGGREGATE BASE

AutoCAD SHX Text

FLAT MARKER SET ON 1/4" MINUS COMPACTED LEVELLING AGGREGATE

AutoCAD SHX Text PLASTIC MARKER SUPPORT GEOGRID, CONTINUOUS- FILL CELLS W/ AMENDED TOPSOIL AFTER SETTING MARKERS

AutoCAD SHX Text

CD106

AutoCAD SHX Text

AutoCAD SHX Text

CD106

AutoCAD SHX Text

AutoCAD SHX Text

AMENDED TOPSOIL THROUGHOUT

AutoCAD SHX Text

COMPACTED 3/4" MINUS AGGREGATE BASE

AutoCAD SHX Text

FLAT MARKER- 1" ABOVE FINISH GRADE, TYP.

AutoCAD SHX Text

COMPACTED 1/4" MINUS LEVELLING SAND

AutoCAD SHX Text

PLASTIC MARKER SUPPORT GRID

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

SUBGRADE- SCARIFY, AMEND & RE-COMPACT- THROUGHOUT

AutoCAD SHX Text

4" MIN. AMENDED TOPSOIL OVER AGGREGATE BACKFILL

AutoCAD SHX Text NOTES: AMENDED TOPSOIL IS A HOMOGENOUS BLEND AMENDED TOPSOIL IS A HOMOGENOUS BLEND OF NATIVE TOPSOIL AND IMPORTED TOPSOIL. FLAT MARKER THICKNESS VARIES. VERIFY THICKNESS IN FIELD AND ADJUST MARKER SUPPORT SYSTEM AS REQUIRED.

AutoCAD SHX Text

STATE OF CALIFORNIA

AutoCAD SHX Text

DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

SILT FENCE FABRIC

AutoCAD SHX Text 1"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

STAPLE

AutoCAD SHX Text

PANEL B

AutoCAD SHX Text

WOOD POSTS

AutoCAD SHX Text

PANEL A

AutoCAD SHX Text

SILT FENCE FABRIC

AutoCAD SHX Text

WOOD POST

AutoCAD SHX Text

STAPLE

AutoCAD SHX Text

WOOD POST

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

SEE TRENCH DETAIL

AutoCAD SHX Text

SILT FENCE FABRIC

AutoCAD SHX Text

WOOD POST

AutoCAD SHX Text

BACKFILL

AutoCAD SHX Text 1/16" Dia

AutoCAD SHX Text

3'-0" SETBACK (SEE NOTE 2)

AutoCAD SHX Text

(SEE NOTE 3)

AutoCAD SHX Text

(SEE NOTE 6)

AutoCAD SHX Text

SILT FENCE FABRIC (SEE NOTE 5)

AutoCAD SHX Text The down stream end of the temporary silt fence shall have the last 8' angled up slope. Setback dimensions may vary to fit field conditions. Posts to overlap and fence fabric to fold around each post one full turn. Secure fabric with 4 staples for each post. Posts shall be driven tightly together to prevent potential flow-through of sediment at the joint. The tops of the posts shall be secured to each other with wire. For each end post, fence fabric shall be folded around two posts one full turn and secured with 4 staples. Minimum of 4 staples shall be installed per post. Dimensions shown are typical. Maintenance openings shall be constructed in a manner to ensure that sediment is retained by the temporary silt fence. Joint sections shall not be placed at sump locations.

AutoCAD SHX Text

1. 2. 3. 4. 5. 6. 7. 8.

AutoCAD SHX Text

TEMPORARY WATER POLLUTION

AutoCAD SHX Text

CONTROL DETAILS

AutoCAD SHX Text

(TEMPORARY SILT FENCE)

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

TEMPORARY SILT FENCE

AutoCAD SHX Text

POST AT JOINTS

AutoCAD SHX Text

STAPLE DETAIL

AutoCAD SHX Text

TRENCH DETAIL

AutoCAD SHX Text

END POST DETAIL

AutoCAD SHX Text

SECTION

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text 5'-0" Min 6'-0" Max

AutoCAD SHX Text

OPTIONAL MAINTENANCE OPENING (SEE DETAIL)

AutoCAD SHX Text

SILT FENCE FABRIC

AutoCAD SHX Text

SEE END POST DETAIL

AutoCAD SHX Text

SILT FENCE FABRIC

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

WOOD POST

AutoCAD SHX Text

FENCE ANGLED UP SLOPE (SEE NOTE 1)

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

TEMPORARY SILT FENCE

AutoCAD SHX Text

TAMPED BACKFILL SLOPE DIRECTION DIRECTION OF FLOW

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

SILT FENCE FABRIC

AutoCAD SHX Text 2'-0"±

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

AutoCAD SHX Text

WOOD POST

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

END POSTS

AutoCAD SHX Text

SILT FENCE FABRIC

AutoCAD SHX Text

WOOD POST

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text 45° Typ

AutoCAD SHX Text

OPTIONAL MAINTENANCE OPENING DETAIL

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

PANEL B

AutoCAD SHX Text

PANEL A

AutoCAD SHX Text STAPLE SPACING 8" Max

AutoCAD SHX Text

PERSPECTIVE

AutoCAD SHX Text

SILT FENCE PANELS AT JOINTS

AutoCAD SHX Text

2018 STANDARD PLAN T51

AutoCAD SHX Text 1-29-18

AutoCAD SHX Text T51

AutoCAD SHX Text

AutoCAD SHX Text

THE STATE OF CALIFORNIA OR ITS OFFICERS

AutoCAD SHX Text

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

AutoCAD SHX Text

COPIES OF THIS PLAN SHEET.

AutoCAD SHX Text

THE ACCURACY OR COMPLETENESS OF SCANNED

AutoCAD SHX Text 1.

AutoCAD SHX Text Temporary fiber roll shown for reference purposes only.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

DETAIL C

AutoCAD SHX Text

KEY TRENCH AT TOP OF SLOPE

AutoCAD SHX Text 2'-0" Min

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

HINGE POINT TEMPORARY BLANKET FABRIC BACKFILL AND TAMP STEEL STAPLE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

DETAIL D

AutoCAD SHX Text

KEY TRENCH AT TOE OF SLOPE

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

TEMPORARY

AutoCAD SHX Text

BLANKET FABRIC

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

BACKFILL AND TAMP

AutoCAD SHX Text

STEEL STAPLE

AutoCAD SHX Text

DETAIL B

AutoCAD SHX Text

LONGITUDINAL BLANKET JOINT

AutoCAD SHX Text

TEMPORARY BLANKET FABRIC COVERED EDGE OVERLAPPING EDGE STEEL STAPLE

AutoCAD SHX Text 1'-0" Typ

AutoCAD SHX Text 1'-0" Typ

AutoCAD SHX Text

PREVAILING WIND

AutoCAD SHX Text

DETAIL A

AutoCAD SHX Text

STAPLE PATTERN

AutoCAD SHX Text

TEMPORARY BLANKET FABRIC

AutoCAD SHX Text 4'-0" Typ

AutoCAD SHX Text 2'-0" Typ

AutoCAD SHX Text 4'-0" Typ

AutoCAD SHX Text 2'-0" Typ

AutoCAD SHX Text

TAMPED BACKFILL SLOPE DIRECTION DIRECTION OF FLOW

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

STEEL STAPLE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

DETAIL F

AutoCAD SHX Text

KEY TRENCH AT LOWER CONFORM

AutoCAD SHX Text TEMPORARY BLANKET FABRIC BACKFILL AND TAMP STEEL STAPLE TEMPORARY FIBER ROLL (SEE NOTE 1) UNDISTURBED SLOPE

AutoCAD SHX Text 6"

AutoCAD SHX Text

DETAIL E

AutoCAD SHX Text

KEY TRENCH AT UPPER CONFORM

AutoCAD SHX Text

SECTION

AutoCAD SHX Text UNDISTURBED SLOPE TEMPORARY FIBER ROLL (SEE NOTE 1) STEEL STAPLE BACKFILL AND TAMP TEMPORARY BLANKET FABRIC

AutoCAD SHX Text 6"

AutoCAD SHX Text

TEMPORARY BLANKET FABRIC

AutoCAD SHX Text

LOWER ENTRENCHMENT (KEY TRENCH AT TOE OF SLOPE SHOWN)

AutoCAD SHX Text

TEMPORARY BLANKET FABRIC

AutoCAD SHX Text

UPPER ENTRENCHMENT (KEY TRENCH AT TOP OF SLOPE SHOWN)

AutoCAD SHX Text

UNDISTURBED SLOPE

AutoCAD SHX Text

UNDISTURBED SLOPE

AutoCAD SHX Text

EMBANKMENT OR CUT SLOPE

AutoCAD SHX Text

STAPLE DETAIL

AutoCAD SHX Text

TEMPORARY EROSION CONTROL BLANKET ON SLOPE WITH VARIOUS KEY ENTRENCHMENTS

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

ISOMETRIC

AutoCAD SHX Text

TEMPORARY EROSION CONTROL BLANKET ON SLOPE

AutoCAD SHX Text 8"

AutoCAD SHX Text 2"

AutoCAD SHX Text

LONGITUDINAL BLANKET JOINT (SEE DETAIL B)

AutoCAD SHX Text

KEY TRENCH AT TOE OF SLOPE (SEE DETAIL D)

AutoCAD SHX Text

KEY TRENCH AT LOWER CONFORM (SEE DETAIL F)

AutoCAD SHX Text

KEY TRENCH AT UPPER CONFORM (SEE DETAIL E)

AutoCAD SHX Text

KEY TRENCH AT TOP OF SLOPE (SEE DETAIL C)

AutoCAD SHX Text

STAPLE PATTERN (SEE DETAIL A)

AutoCAD SHX Text

HINGE POINT

AutoCAD SHX Text

STEEL STAPLE

AutoCAD SHX Text

PREVAILING WIND

AutoCAD SHX Text

16 GAUGE STEEL WIRE

AutoCAD SHX Text

TEMPORARY WATER POLLUTION

AutoCAD SHX Text

CONTROL DETAILS

AutoCAD SHX Text

(TEMPORARY EROSION CONTROL BLANKET)

AutoCAD SHX Text

STATE OF CALIFORNIA

AutoCAD SHX Text

DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

2018 STANDARD PLAN T54

AutoCAD SHX Text 1-29-18

AutoCAD SHX Text T54

AutoCAD SHX Text

AutoCAD SHX Text

THE STATE OF CALIFORNIA OR ITS OFFICERS

AutoCAD SHX Text

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

AutoCAD SHX Text

COPIES OF THIS PLAN SHEET.

AutoCAD SHX Text

THE ACCURACY OR COMPLETENESS OF SCANNED

NO

PARKING

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

_l

_l an d.

dw at hi el d:

6/

/2

2:

P

M lo t:7

/1 4/

:0

PM

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

LP101

LANDSCAPE PLAN

AT MT 73

VICINITY MAP

PLANTING SCHEDULE

TREES

Qty. Key Common & Botanical Names Cont, Mat. Size Ht./Spread Remarks

4 MEX New Zealand Christmas Tree 36" Box 35' / 35' Single, straight leader

Metrosideros excelsa No 'v' crotches

GROUNDCOVERS

Qty. Key Common & Botanical Names Cont. Remarks

40 AEC Emerald Carpet Manzanita 1 Gal. 12" / 42" Arctostaphylos x 'Emerald Carpet

Mat. Size Ht./Spread

MEX

AEC

MEX

AEC

MEX

AEC

MEX

AEC

N

0 20' 40'

1 SITE PLAN ENLARGEMENT

SCALE: 1" = 20'

N

0 20' 40'

N

0 20' 40'

3 SITE PLAN ENLARGEMENT

SCALE: 1" = 20'2 SITE PLAN ENLARGEMENT

SCALE: 1" = 20'

KEY NOTES

PROTECT EXISTING LANDSCAPED ROCK MULCH AND PLANT MATERIAL.

REPLACE DAMAGED PLANT MATERIAL IN KIND. REPLACE ROCK MULCH

THAT BECOMES CONTAMINATED WITH DEBRIS AND DIRT IN KIND, MATCH

EXISTING.

NEW FLOWER WATER STATION

INSTALL ROOT BARRIER PER DETAIL 7/LP501 ENTIRE PERIMETER OF

CURB WITHIN ISLAND PLANTING AREA.

LEGEND

EXISTING LANDSCAPED BEDS TO REMAIN

NEW SOD

NEW STAMPED COLORED CONCRETE

BEACH COBBLE - LARGE, 3 INCH MIN. DEPTH OVER

LANDSCAPE FABRIC, MATCH EXISTING

NEW TREES AND GROUND COVERS

RELOCATED GUARDRAIL

METAL LANDSCAPE EDGING

NEW FLOWER WATERING STATION

MATCH LINE 1/C101

M

AT

C H

L

IN

E 1/

C

MATCH LINE 2/C101

M

AT

C H

L

IN

E 2/

C

QTY

KEY

ID TAG

QUANTITY

KEY

SUCCULENTS

Qty. Key Common & Botanical Names Cont, Mat. Size Ht./Spread Remarks

114 DED San Diego Chalk Fingers 1 Gal. 8" / 12" Space 15" O.C.

Dudleya edulis

Plant Min. 12" from wall

DED

110 AFS Thread-leaf Agave 1 Gal. 12" / 12" Space 15" O.C.

Agave 'filifera ssp. schidigera

Plant Min. 12" Ft. from wall

Plant Min. 12" from wall

55 SCO Mexican Stonecrop 1 Gal. 4" / 12" Space 15" O.C.

Sedum confusum

72 DCO Cooper's Hardy Ice Plant 1 Gal. 6" / 24" Delosperma cooperi

Plant Min. 12" from wall

14 ASU Sunburst Aeonium 1 Gal. 18" / 24" Space 24" O.C.

Aeonium 'Sunburst'

Plant Min. 12" from wall

7 AVE Aloe Vera 1 Gal. 24" / 24" Space 24" O.C.

Aloe vera

ASU

EEL

DCO

AFS

CTE

DED

DCO

SCO

ASU

AFS

DCO

DED

AVE

EEL

DCO

AFS

AAS

SCO

DCO

DED

CTE

AFS

DCO

DED

Plant Min. 12" from wall

7 AAS Schwarzkopf Stonecrop 1 Gal. 36" / 24" Space 24" O.C.

Aeonium arboreum 'Schwarzkopf'

SHRUBS

Qty. Key Common & Botanical Names Cont, Mat. Size Ht./Spread Remarks

14 CTE Miniture Pine Tree 5 Gal. 36" / 24" Space 24" O.C.

Crassula tetragona Plant Min. 12" Ft. from wall

Plant Min. 12" from wall

74 EEL Mexican Snowball 1 Gal. 14" / 12" Space 15" O.C.

Echeveria elegans

Plant Min. 18" from wall

Space 42" O.C.

Space 24" O.C.

INSTALL BEACH COBBLE

AROUND LIFT STATION COVER

REPLACE ARTIFICIAL TURF AT

DIRECTOR'S LODGE PER 8/LP501

GENERAL NOTES

1. ALL DISTURBED AREAS NOT SCHEDULED TO RECEIVE PAVEMENT

OR LANDSCAPING SHALL BE RESTORED. AREAS WITHIN

CEMETERY BOUNDARIES SHALL RECEIVE SOD. AREAS ALONG

CABRILLO MEMORIAL DRIVE SHALL RECEIVE HYDROSEED

APPLICATION OF CALTRANS SEED SPECIFICATION 1.

NOTE: ALL PLANTING BEDS TO RECEIVE BARK MULCH SURFACING.

SEE DETAIL 9/LP501 FOR TYPICAL

ISLAND PLANTING LAYOUT

2"

CENTER TREE IN HOLE, UPRIGHT

SINGLE STRAIGHT LEADER TREE TIE SECURED TO STAKE. SECURE TO

TREE WITH ANTI-CHAFFING MATERIAL. ALLOW

FOR MOVEMENT OF TREE.

WRAP TREE WITH TREE WRAPPING

MATERIAL AS SPECIFIED TO 1ST

BRANCH

5' MIN. CLEAR AT EDGE OF TRUNK

(EDGE OF GROUNDCOVERS AT FULL

MATURITY, WALK EDGE, ALL CURBS

OR TURF AREA)

(3) 10FT LONG TREE STAKES DRIVEN

A MIN. 2' BELOW GRADE

3" DEPTH SHREDDED BARK

MULCH

4" HEIGHT TAMPED WATER BASIN

AT EDGE OF PLANTING PITFINISHED GRADE

PLANTING SOIL

MOUND MIN. 6"

UNDISTURBED OR

COMPACTED SOIL

AFTER EXPOSING TREE ROOT FLAIR,

PLANT SO ROOT FLAIR IS AT 2" ABOVE

ADJACENT FINISH GRADE

NOTES:

- KEEP MULCH APPX. 3" OFF PLANT TRUNK OR STEM

- SEE PLANT SCHEDULE FOR O.C. SPACING, IF APPLICABLE

3X ROOTBALL

DIAMETER

WEST

PREVAILING

WINDS

TREE TIE

SECURED TO

STAKE. SECURE

TO TREE WITH

ANTI-CHAFFING

MATERIAL. ALLOW

FOR MOVEMENT

OF TREE.

(3) TREE

STAKES DRIVEN

A MIN. 2' BELOW

GRADE

PLAN VIEW OF TREE STAKING

NOT TO SCALE

3X R O

O

TBALL

SHREDDED BARK

MULCH

LAWN

FERTILIZER PLANT TAB

FERTILIZER PLANT TAB

- KEEP MULCH APPX. 3" OFF PLANT

TRUNK OR STEM

- SEE PLANT SCHEDULE FOR O.C.

SPACING, IF APPLICABLE

O.C.SPACING

0.

C

SP

AC

IN

G

EDGE OF GROUNDCOVER

AREA/WALK EDGE

1/2 O.C. SPACING

TRIANGULAR SPACE,

AT SPECIFIED O.C.

DISTANCE - EQUIDISTANT

PLANT CENTER

SHREDDED BARK MULCH

ROOTBALL

PLANTING SOIL

NATIVE SOIL

NOTE: RESTORATION SLOPE SHALL NOT BE MORE

THAN 4:1. IF APPLICABLE, ADJUST RESTORATION

DISTANCE TO PROVIDE SLOPE LESS THAN 4:1.

EDGE OF DISTURBANCE

2' MIN.

NEW SOD

6" DEPTH TOPSOIL

EXISTING TURF

6" PREPARED

SUBGRADE

FINISHED GRADE

2"

CAST STONE MASONRY POST; 7-1/2" SQ. X 6'-4"

W/ 1" CHAMFER @ ALL EXPOSED CORNERS &

3/8" RECESSED AREA (4 1/4" X 6-3/4" X 3/8" DP) (2

SIDES PARALLEL TO STEET OR SIDEWALK);

CAST W/ (3) #3 REBAR EQUALLY SPACED, FINISH

AS SPECIFIED

71 4"

SECURE W/ (2) 3/16" X 2" S.S. TAMPER-PROOF

SCREWS & EXPANSION SHIELDS

3' -0

1'-6"

2' -0

BRASS ESCUTCHEON PLATE

CL

TO CENTER

OF RECEPTACLE 1/8" THICK ALUMINUM SIGN PANEL

12" X 22" FIBRELYTE COMPOSITE CONCRETE

VALVE BOX WITH COMPOSITE LID

1'-6"

2' -4

31 8" Flower Vases

TRASH AND VASE

RECEPTACLES

PVC PIPE RISER

8" WASHED ROUND GRAVEL

8" WASHED ROUND GRAVEL

SMOOTH FINISH, SELF

CLOSING BRASS SPIGOT

1' -3

CONCRETE PAVING

SEE 6/CS-501

8" WASHED ROUND GRAVEL

FILTER FABRIC

2" X 1" PVC REDUCER

1" CL 200 PVC PIPE

(LENGTH AS REQUIRED)

3/4" TYPE K COPPER PIPING

HDPE MAINLINE

PIPE & HDPE

ELECTROFUSION

WELD SERVICE TEE

SCH 40 PVC 1-INCH

MALE ADAPTER

BRICK (CONTINUOUS AROUND

BOTTOM OF VALVE BOX

FILTER FABRIC

3" MIN DEPTH OF 34 "

WASHED GRAVEL

4" x 1" COPPER

MALE ADAPTOR

PVC SCH 80 UNION

PVC SCH 80 CLOSE NIPPLE

1" ADJUSTABLE PRESSURE REGULATOR

PVC SCH. 80 NIPPLE

1" THREADED CURB STOP VALVE

SCH 40 PVC REDUCING MALE ADAPTER (1 of 2)

LAWN/ ROCK MULCH

PLANTING BED

BOUNDARY BETWEEN LAWN AND PLANTING AREA OR

ROCK MULCH AND WOOD MULCH, AS SHOWN ON PLAN

STEEL LANDSCAPE EDGING 3/16"

THICK BY 4" DP.

LANDSCAPE EDGING STAKE 16" TO

18" LONG

3" DP. MULCH

LANDSCAPE FABRIC IF SPECIFIED

SPECIFIED PLANTING SOIL

SUBGRADE

6" DEEP SHOVEL

CUT

TREATED 2x4 HEADER ANCHORED TO BACK OF CURB, HELD 1/2" BELOW TOP OF CURB OR CONCRETE WALK.

ANCHORS SHALL BE 1/2"x4" WEDGE ANCHOR SPACED 4FT ON-CENTER.

NEW OR EXISTING CURB

3" SCH 40 PVC OUTLET THROUGH CURB FACE (INVERT AT FLOWLINE)

3" SCH 40 PERFORATED PIPE

SYNTHETIC TURF

3/4" MINUS CRUSHED AGGREGATE BASE

NOTES:

1. SYNTHETIC TURF TO BE SYNTIPEDE X43 MANUFACTURED BY SYNLAWN.

2. INSTALL TREATED 2x4 LUMBER HEADER AT ALL MATCH POINTS WITH CURB OR CONCRETE WALKS FOR SECURING TURF EDGES. TOP OF

HEADER SHALL BE HELD 1/2 INCH BELOW ADJACENT SURFACES.

3. PREPARED SUBGRADE SHALL BE SLOPED TOWARDS LOWPOINT IN CURB FOR DRAINAGE AND PROVIDE FOR A MINIMUM OF 3" OF

CRUSHED AGGREGATE BASE MATERIAL (3.5 INCHES BELOW ADJACENT SURFACES). COMPACT SUBGRADE TO 90% STANDARD PROCTOR.

3. INSTALL DRAIN OUTLET AT LOW POINT. EXTEND PERFORATED PIPE ALONG BACK OF CURB ON EACH SIDE OF OUTLET POINT A MINIMUM

OF 15FT. TERMINATE PERFORATED PIPE WITH SOLID CAP. INSTALL VENT CAP WITH STEEL SCREEN ON OUTLET PIPE. END OF OUTLET

PIPE SHALL BE FLUSH WITH CURB FACE.

4. INSTALL CRUSHED AGGREGATE BASE. GRADE SURFACE TO PROVIDE GENERALLY STRAIGHT GRADE FROM EDGE TO EDGE OF TURF

AREA AND COMPACT TO 90% STANDARD PROCTOR.

5. INSTALL SYNTHETIC TURF ACCORDING TO MANUFACTURER'S INSTRUCTIONS, EXCEPT THAT EDGES OF TURF SHALL BE SECURED TO TREATED LUMBER HEADER WITH 1" LONG STAPLES SPACED 18" ON CENTER. STAPLES SHALL BE INSTALLED SUCH THAT TUFT OF TURF MATERIAL IS NOT AFFECTED. INFILL SYNTHETIC TURF ACCORDING TO MANUFACTURER'S INSTRUCTIONS.

2" FALL PAD

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:

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\1 n ca fo rt ro se cr an s

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dw at hi el d:

6/

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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

LP501

LANDSCAPE

DETAILS

AT MT 74

VICINITY MAP

1 EXISTING WOODEN GUARDRAIL

SCALE: NTS

6 BACK OF CURB RESTORATION

SCALE: NTS4 CURB ISLAND GROUNDCOVER PLANTING

SCALE: NTS3 DECIDUOUS TREE PLANTING

SCALE: NTS

NOTE: EXISTING WOODEN GUARDRAIL SYSTEM TO BE DISASSEMBLED SUCH THAT

IT MAY BE REINSTALLED IN NEW LOCATION. CONTRACTOR TO SUPPLY NECESSARY

LABOR, EQUIPMENT, AND HARDWARE FOR REMOVAL AND REINSTALLATION.

WOODEN POSTS SHALL BE DISPOSED OF AND REPLACED IN KIND.

2 FLOWER WATERING STATION

SCALE: NTS

5 METAL EDGING

SCALE: NTS

7 ROOT BARRIER

SCALE: NTS

NOTES:

1. ROOT BARRIER SHALL BE 0.075" THICK INJECTION MOLDED PANEL MADE OF RECYCLED

POLYPROPYLENE WITH ADDED UV INHIBITOR.

2. PANELS SHALL BE REINFORCED WITH THICKENED TOP EDGE AND INTERMEDIATE VERTICAL

RIBS SPACED EVENLY ON FACE OF PANEL. VERTICAL RIBS ALSO ACT TO DIRECT ROOT

GROWTH VERTICALLY RATHER THAN HORIZONTALLY.

3. PANEL ENDS SHALL HAVE INTEGRAL LOCKING SYSTEM TO FASTEN SEQUENTIAL PANEL

LENGTHS TOGETHER.

NEW OR EXISTING CURB

TOP OF ROCK OR BARK MULCH

INSTALL PANEL SUCH THAT AGGREGATE BASE

EXTENDED BEHIND CURB IS NOT DISTURBED

RIGID PLASTIC

ROOT BARRIER

1A STAMPED CONCRETE PATTERN

SCALE: NTS

CHISELED SLATE TEXTURE

8 SYTHETIC TURF INSTALLATION DETAIL

SCALE: NTS

BARRIER SHALL BE INSTALLED 0.5" PROUD OF SOIL SURFACE

SOIL SURFACE

42"

27"

9 ISLAND PLANTING DETAIL

SCALE: NTS

AEC

MEX

CRUSHED

AGGREGATE

BACKFILL

ROOT BARRIER

Trash

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

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_s ig na ge

.d w at hi el d:

6/ 2/

1:

A lo t:7

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:1

PM

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

LS100

SIGNAGE PLAN

AT MT 75

N

0 100' 200'

1 SIGNAGE PLAN - NORTH

SCALE: 1" = 100'

N

0 100' 200'

2 SIGNAGE PLAN - SOUTH

SCALE: 1" = 100'

M

AT

C H

L

IN

E

- S

EE

A

BO

VE

M

AT

C H

L

IN

E

- S

EE

B

EL

O

W

STREET SIGN

PANEL "I"

SEE 3/LS101

EASTERN DRIVE

EAST PORTAL

SECOND DRIVE EAST

WESTERN DRIVE

THIRD DRIVE SOUTH

FOURTH DRIVE SOUTHWEST

FOURTH DRIVE SOUTHEAST

SOUTHEAST LOOP

WEST PORTAL

WESTERN DRIVE

SECOND DRIVE EAST

CABRILLO MEMORIAL DRIVE

NORTHEAST LOOP

STREET SIGN

PANELS "B" & "D"

SEE 3/LS101

STREET SIGN

PANELS "D" & "E"

SEE 3/LS101

STREET SIGN

PANEL "B"

SEE 3/LS101

CABRILLO MEMORIAL DRIVE

STREET SIGN

PANEL C

SEE 3/LS101

STREET SIGN

PANELS "A" & "C"

SEE 3/LS101

STREET SIGN

PANEL "E"

SEE 3/LS101

STREET SIGN

PANEL F

SEE 3/LS101

STREET SIGN

PANELS "A" & "F"

SEE 3/LS101

STREET SIGN

PANEL G

SEE 3/LS101

STREET SIGN

PANELS "G" & "H"

SEE 3/LS101

STREET SIGN

PANELS "A" & "G"

SEE 3/LS101

STREET SIGN

PANEL G

SEE 3/LS101

TEMPORARY CONSTRUCTION SIGNAGE

SEE 3/LS101

AutoCAD SHX Text

ARV

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ARV

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NOTE:

ANY SEAM IN METAL TO BE FLAT SEAM - SEAMS TO BE HORIZONTAL

AND OCCUR BETWEEN LINES OF LETTERING.

ALL LETTERING TO BE PAINTED BLACK

WITH EXCEPTION OF PROJECT TITLE

WHICH IS TO BE BLUE

5"

9" M

AX

1' -0

" M

AX

2" 5"

5"

2"

4' -0

M

IN

3' -0

6"

6' -0

8'-0"

CENTER TO BE WHITE

SURROUNDING

BORDER TO BLUE

BACKGROUND TO BE

PAINTED WHITE

BORDER MEMBER PAINTED BLACK PAINT BORDER

MEMBER BLACK

ENAMEL

OPTIMA BOLD

STYLE 5" HIGH

LETTERING

2"X4" FRAME AND

BRACES IN SAME

PLANE

METAL FACE

WHITE ENAMEL

2"X4" FRAME

AND BRACE IN

BACK

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS.

LETTERING TO BE OPTIMA

BOLD STYLE 1 1/2" HIGH TO

BE CENTERED HORIZONTAL

4"X4" POSTS

PAINTED WHITE

ELEVATION SECTION

ON CENTERLINE

TEMPORARY CONSTRUCTION

SIGNS TO BE FIELD LOCATED.

VERIFY LOCATION WITH SOR/COR.

SP24.1

2" 4"

3' -0

VA

R

IE

S 3'

-0

4'-0"

2"

3/

4"

2"

BLUE

BLUE OUTLINE WITH

WHITE INTERIOR

JOINT

BRACING

4"X4" POST

FIN. GRADE

BRACING SEE

CONSTRUCTION

SIGN DETAIL THIS

SHEET

RED

RED

WHITE

BLUE

ELEVATION

WOOD STRIPS

TEMPORARY

CONSTRUCTION SIGNS TO

BE FIELD LOCATED. VERIFY

LOCATION WITH SOR/COR.

SP24.04

PLACEMENT:

1. SIGHT TRIANGLE AT INTERSECTIONS

AND DRIVEWAYS FOR SAFETY

REASONS, SIGNS SHALL NOT BE

PLACED IN THE SIGHT TRIANGLE

(SHADED AREA) WHERE THEY CAN

OBSCURE A DRIVER'S VISION.

2. ENSURE THE LOCATION OF A SIGN

DOES NOT BLOCK A DRIVER’S VISION

OF PEDESTRIANS. NO SIGNS IN THE

SIGHT TRIANGLE APPLIES TO

ROADWAY INTERSECTIONS AS WELL

AS DRIVEWAYS.

3. TRAFFIC REGULATORY SIGNS SUCH

AS STOP, YIELD, STREET, AND

PEDESTRIAN CROSSING ARE AN

EXCEPTION TO THIS RULE.

4. WHEN INSTALLING SIGNS ADJUST

LOCATIONS FOR UTILITIES,

IRRIGATION LINES AND STREET

TREES.

SIGNS SHALL NOT BE INSTALLED IN THIS

AREA EXCEPT TRAFFIC REGULATORY

AND STREET SIGNS

DIRECTIONAL SIGN

BACK OF

CURB (B.O.C.)

BACK OF

CURB (B.O.C.)

BACK OF

CURB (B.O.C.)

SECTION MARKER

TRAFFIC REGULATORY SIGN

STREET SIGN

10'-0"

2' -0

2'

-0

2'-0"

ROADWAY

0"

2"

1/8" ALUMINUM SIGN

PANEL; ALL (4) SIDES

SECURE W/ 3/16" Ø X 2" SS

TAMPER-PROOF SCREWS

AND EXPANSION SHIELDS

CAST STONE MASONRY

POST; RECESS =

ALL SIDES

3" 3'

-0

R

EC

ES

S

AR

EA

9"

4' -0

SECURE W/ 3/16" Ø X 2" SS

TAMPER-PROOF SCREWS

AND EXPANSION SHIELDS

1/4"Ø HOLES TO

RECEIVE SCREWS,

TYP.

1/8" THICK

ALUMINUM SIGN

PANEL; BLACK

BACKGROUND W/

WHITE TEXT, TYP.

2 1/2" HT. LETTERING;

OPTIMA BOLD TYPE

FACE

4"

2' -1

11 2"

1 2"

R1 78 "

3"

FINISHED

GRADE

CONCRETE MOW

COLLAR

POST SETTING PANEL "A" PANEL "B" PANEL "C" PANEL "D" PANEL "E" PANEL "F" PANEL "G" PANEL "H" PANEL "I" PANEL "J"

SIGNAGE DETAILS 1

SCALE:1

TEMPORARY CONSTRUCTION SIGNAGE: SP24.01 & SP24.04

1"- 1'

SCALE:2

SIGNAGE PLACEMENT

1"- 5'

NATIONAL CEMETERY SIGNAGE KEY:

NC - 04 . 02 - B - M1 (A)

PROJECT SIGN PLACARD #

POST STYLE / FAMILY

SIGN CONFIGURATION /

VIEW / LAYOUT

SIGN SIZE (SPECIFIC TO TYPE)

SIGN TYPE

NATIONAL CEMETERY

SIGN DESIGNATION

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

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_l s_ de ta ils .d w at hi el d:

6/

/2

2:

lo t:7 /1

4/

:1

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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 DSJD

LS101

DSJD 76

SCALE:3

STREET SIGNAGE: NC-06.01-C2

2"=1'-0"

NOTE: PROVIDE PROOF SHEET OF STREET SIGN PANELS FOR COR APPROVAL PRIOR TO FABRICATING.

AutoCAD SHX Text of Veterans Affairs

AutoCAD SHX Text U.S. Department

AutoCAD SHX Text

FORT ROSECRANS NATIONAL CEMETERY ROADS AND SANITARY SEWER IMPROVEMENTS

AutoCAD SHX Text

THIS SPACE FOR CONTRACTOR'S NAME ONE OR TWO LINES AS REQUIRED

AutoCAD SHX Text

DESIGNED AND SUPERVISED BY: DEPARTMENT OF VETERANS AFFAIRS WASHINGTON D.C.

AutoCAD SHX Text

GENERAL CONTRACTOR

AutoCAD SHX Text

GENERAL CONTRACTOR

AutoCAD SHX Text

WITHOUT A LOST TIME ACCIDENT

AutoCAD SHX Text 0 0 0

AutoCAD SHX Text

DAYS

AutoCAD SHX Text

HAS WORKED

AutoCAD SHX Text

THIS PROJECT

AutoCAD SHX Text

ON SAFETY

AutoCAD SHX Text in

AutoCAD SHX Text

ZERO

AutoCAD SHX Text Department of Veterans Affairs

AutoCAD SHX Text

THE LIFE YOU SAVE MAY BE YOUR OWN

AutoCAD SHX Text Western Drive

AutoCAD SHX Text Eastern Drive

AutoCAD SHX Text West Portal

AutoCAD SHX Text East Portal

AutoCAD SHX Text Second Drive East

AutoCAD SHX Text Third Drive South

AutoCAD SHX Text Fourth Drive South

AutoCAD SHX Text Southeast Loop

AutoCAD SHX Text Eastern Link Drive

Northeast Loop

2"

3/ 8"

R

EC

ES

S, T

YP

(3

) S

ID

ES

71 2"

1/8" ALUMINUM SIGN PANEL

WELDED TO FRAME; CONTINUOUS

WELDS GROUND SMOOTH

3/16"Ø X 3" SS BOLT & EXPANSION

SHIELD

CAST STONE MASONRY POST;

LIGHT SANDBLAST FINISH

SS WASHER, TYP.

1" SQ. TUBULAR ALUMINUM FRAME (1/8"

WALL THICKNESS), CORNERS MITERED,

WELDED AND GROUND SMOOTH

NEOPRENE WASHER, TYP.

CONTINUOUS WELD, GROUND

SMOOTH

FIELD DRILLED HOLE

EXPANSION SHIELD

8"

SS WASHER, TYP.

1" SQ. TUBULAR ALUMINUM FRAME (1/8"

WALL THICKNESS), CORNERS MITERED,

WELDED AND GROUND SMOOTH

NEOPRENE

WASHER, TYP.

CONTINUOUS WELD, GROUND

SMOOTH

3/16"Ø X 3" SS BOLT AND

EXPANSION SHIELD

CONTINUOUS WELD,

GROUND SMOOTH

FIELD DRILLED HOLE

EXPANSION SHIELD

1/8" ALUMINUM SIGN PANEL

WELDED TO FRAME; CONTINUOUS

WELDS GROUND SMOOTH

CAST STONE MASONRY

POST, TYP.

TEMPORARY CONSTRUCTION

SIGN PANEL MOUNTING

3' -6

" M

IN

6"

4"

VARIES

CONCRETE MOW COLLAR

(1" ABOVE FINISHED GRADE IN

TURF AREA, FLUSH WITH MULCH)

CAST STONE

MASONRY POST

FINISHED GRADE

COMPACTED

AGGREGATE

SUBGRADE

4" TOPSOIL

4"

8" 1

8" 8"

8"

1"

1"

2"

3/ 8"

R

EC

ES

S, T

YP

AL

L

SI

D

ES

71 2"

2"

1" C

H

AM

FE

R

, T

YP

(A

LL

E

D G

ES

71 2"

1"

8"

2"

2"

TOP ELEVATION

SECTION PLAN VIEW

CAST STONE MASONRY POST

WITH 1" CHAMFER ON ALL SIDES

& TOP; LIGHT SANDBLAST FINISH

NOTE:

SEE INDIVIDUAL SIGN TYPE

DETAILS FOR 38" RECESS HEIGHT

AND LOCATION ON OVERALL POST

(3) #3 EQUALLY

SPACED REBAR

CAST STONE

MASONRY POST;

LIGHT SANDBLAST

FINISH

CAST STONE

MASONRY POST;

LIGHT SANDBLAST

FINISH

8" RECESS (BELOW);

ALL SIDES

PLAN

ELEVATION

8…