S02 - 892CM3036 - Binder 2 of 9 Miramar.pdf

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EXISTING STORM DRAIN

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EXISTING 40' UTILITY EASEMENT

EXISTING 20" CENTRATE

EXISTING 16" BLENDED SLUDGE

EXISTING 10" LANDFILL GAS

EXISTING 36" RECLAIMED WATER

EXISTING CTS

EXISTING 3" PVC WATER

EXISTING 8" PVC RECLAIMED WATER

EXISTING 3" PVC WATER

EXISTING 8" PVC RECLAIMED WATER

EXISTING RECLAIMED WATER AIR-VAC

MASTER PLAN PROJECT FOOTPRINT

SAWCUT EXISTING ROAD

B-3

B-4

B-5

B-6

B-7

B-8

CLEAR AND GRUB

AREA TO BE GRADED

EXISTING

BURIAL

SECTIONS

EXISTING

BURIAL

SECTIONS

CLEAR AND GRUB LIMITS

SEE SHEET V-102

S E

E

S

H E

T

020 20 4010

V-101

SURVEY, EXISTING

CONDITIONS, GEOTECHNICAL

AND DEMOLITION PLAN 1TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

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ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

1"=600'

KEY MAP

V-106

V-102

V-103

V-104 V-105V-101

B-1

LEGEND

GEOTECHNICAL BORING NUMBER AND LOCATION

NOTES

1. EASEMENT INFORMATION SHOWN HEREON HAS BEEN OBTAINED BY

THE SURVEYOR FROM VARIOUS SOURCES. THE EASEMENTS SHOWN

MAY OR MAY NOT ENCUMBER THE SUBJECT PROPERTY.

FURTHERMORE OTHER EASEMENTS, AGREEMENTS, COVENANTS,

CONDITIONS OR RESTRICTIONS MAY ENCUMBER THE SUBJECT

PROPERTY AND HAVE NOT BEEN SHOWN.

2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED

DIMENSIONS.

3. ASSESSOR'S PARCEL NUMBER, BEING PORTIONS OF THE

FOLLOWING: 343-020-69 343-040-27 343-252-14

343-252-15 343-260-21 345-020-06

4. ZONING: CITY OF SAN DIEGO ZONE AR-1-1

SETBACKS: FRONT- 25', SIDE- 20', REAR- 25'

5. EXISTING ELEVATIONS SHOWN ON PLANS (DISPLAYED AS CONTOURS

AND SPOT ELEVATIONS) ARE ACCURATE PLUS/MINUS 1': HALF A

CONTOUR INTERVAL AS PROVIDED BY THE AERIAL SURVEY

COMPANY.

6. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR COSTS

ATTRIBUTABLE TO TOPOGRAPHIC VARIABILITY BETWEEN

INTERPOLATED CONTOURS AND EXISTING FIELD CONDITIONS AND

SHOULD INCLUDE AN ASSOCIATED RISK FACTOR IN THEIR BID.

7. CONTRACTOR SHALL SIGN A RELEASE STATING THAT THE

ACCURACY OF CAD FILES IS NOT ENSURED. CONTRACTOR IS

RESPONSIBLE TO CONFIRM ACCURACY.

BASIS OF BEARINGS

THE BASIS OF BEARINGS FOR THIS MAP IS THE CALIFORNIA

COORDINATE SYSTEM, CCS83, ZONE 6, 1991.35 EPOCH, AND IS

DETERMINED BY G.P.S. MEASUREMENTS TAKEN IN SEPTEMBER 2008

AT GPS STATIONS 132 AND 138 PER ROS 14492. I.E. N 46°08'16" E

BENCH MARK

THE BENCH MARK USED FOR THIS MAP IS A BRASS PLUG AT THE

NORTH EAST INTERSECTION OF MIRAMAR ROAD AND MIRAMAR

PLACE AS PUBLISHED IN THE CITY OF SAN DIEGO VERTICAL

CONTROL BOOK. ELEV. = 402.161 (NVGD29) INDEX NO. 2600-17153.

UTILITY NOTES

1. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON ARE

BASED ON ABOVE GROUND STRUCTURES AND RECORD DRAWINGS.

LOCATIONS OF UNDERGROUND UTILITIES\STRUCTURES MAY VARY

FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED

UTILITIES\STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS

WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE

BURIED UTILITIES\STRUCTURES.

2. CONTRACTOR SHALL VERIFY EXACT DEPTH AND LOCATION OF

EXISTING UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION.

CALL 811 PRIOR TO DIGGING, PURSUANT TO CALIFORNIA

GOVERNMENT CODE SECTION 4216-4216.9.

3. CONTRACTOR SHALL VERIFY EXACT CITY OF SAN DIEGO

REQUIREMENTS FOR CONSTRUCTION OF NEW ROADWAY AND

UTILITIES ACROSS CITY WATER AND PIPELINE EASEMENTS.

DWG. 8 OF 127

EXISTING 40' UTILITY EASEMENT

EXISTING 20" CENTRATE

EXISTING 16" BLENDED SLUDGE

EXISTING 10" LANDFILL GAS

EXISTING 36" RECLAIMED WATER

EXISTING CTS

EXISTING UNDERGROUND ELECTRIC

EXISTING AIR-VAC

EXISTING OVERHEAD ELECTRIC

EXISTING POWER POLE

MASTER PLAN PROJECT FOOTPRINT

B-14

B-9

B-10

B-11

EXISTING

BURIAL

SECTIONS

EXISTINGBURIALSECTIONS

CLEAR AND GRUB

AREA TO BE GRADED

CLEAR AND GRUB BORROW SITE (BASE BID)

UNLESS ADD ALTERNATE 5 SELECTED

(STOCKPILE EXCESS EXCAVATION; NO BORROW)

CLEAR AND GRUB LIMITS

CLEAR AND GRUB LIMITS

SEE SHEET V-101

020 20 4010

V-102

SURVEY, EXISTING

CONDITIONS, GEOTECHNICAL

AND DEMOLITION PLAN 2

SEE SHEET V-103

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

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ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

1"=600'

KEY MAP

V-106 V-101

V-103

V-104 V-105

V-102 B-1

LEGEND

GEOTECHNICAL BORING NUMBER AND LOCATION

DWG. 9 OF 127

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B

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W

A

Y

EXISTING 3" PVC WATER

EXISTING 8" PVC FIRE SERVICE

EXISTING IRRIGATION PUMP STATION

EXISTING 40' UTILITY EASEMENT

EXISTING 20" CENTRATE

EXISTING 16" BLENDED SLUDGE

EXISTING 36" RECLAIMED WATER

MICHAEL MONSOOR

AVENUE

EXISTING 10" LANDFILL GAS

EXISTING UNDERGROUND ELECTRIC

EXISTING 8" PVC RECLAIMED WATER

EXISTING ELECTRIC VAULT

EXISTING PULL BOX

EXISTING UNDERGROUND ELECTRIC

EXISTING RECLAIMED WATER AIR-VAC

EXISTING UNDERGROUND ELECTRIC

EXISTING 4" PVC SEWER F.M.

EXISTING 8" PVC RECLAIMED WATER

EXISTING 3" PVC WATER

EXISTING UNDERGROUND ELECTRIC

EXISTING STORM DRAIN

EXISTING DETENTION

BASIN

MASTER PLAN PROJECT FOOTPRINT

SAWCUT EXISTING ROAD

EXISTINGBURIALSECTIONS

EXISTINGBURIALSECTIONS CLEAR AND GRUB

AREA TO BE GRADED

CLEAR AND GRUB LIMITS

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

/5/ at 1:

pm

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ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

SEE SHEET V-102

020 20 4010

V-103

SURVEY, EXISTING

CONDITIONS, GEOTECHNICAL

AND DEMOLITION PLAN 3

1"=600'

KEY MAP

V-106 V-101

V-102

V-104 V-105

V-103

B-1

LEGEND

DWG. 10 OF 127

EXISTING 36" RECLAIMED WATER

EXISTING 10" LANDFILL GAS

EXISTING 16" BLENDED SLUDGE

EXISTING 20" CENTRATE

EXISTING 36" RW ACCESS MANHOLE

EXISTING 16" PV

EXISTING FIBER OPTIC PULL BOX

EXISTING 20" PV

EXISTING BLOW-OFF

MASTER PLAN PROJECT FOOTPRINT

B-12CLEAR AND GRUB

AREA TO BE GRADED

(ADD ALT 5)

CLEAR AND GRUB LIMITSS

E

E

S

H E

020 20 4010

V-104

SURVEY, EXISTING

CONDITIONS, GEOTECHNICAL

AND DEMOLITION PLAN 4

S E

E

S

H E

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

/5/ at 1:

pm

B y:

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ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

1"=600'

KEY MAP

V-106 V-101

V-102

V-103

V-105V-104

B-1

LEGEND

DWG. 11 OF 127

EXISTING 36" RECLAIMED WATER

EXISTING AIR-VAC

EXISTING 10" LANDFILL GAS

EXISTING 16" BLENDED SLUDGE

EXISTING 20" CENTRATE

MASTER PLAN PROJECT FOOTPRINT

B-13

CLEAR AND GRUB

AREA TO BE GRADED

(ADD ALT 5)

CLEAR AND GRUB LIMITS

S E

E

S

H E

020 20 4010

V-105

SURVEY, EXISTING

CONDITIONS, GEOTECHNICAL

AND DEMOLITION PLAN 5TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

/5/ at 1:

pm

B y:

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ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

1"=600'

KEY MAP

V-106 V-101

V-102

V-103

V-104 V-105

B-1

LEGEND

DWG. 12 OF 127

P

A

R

K

I

N

G

EXIST OIL PIPELINES

TO REMAIN

EXISTING UNDERGROUND ELECTRIC

TO REMAIN

EXISTING STORM DRAIN

TO BE RELOCATED

PROTECT EXISTING

STORM DRAIN

RELOCATE EXISTING SIGN

A

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N

A

G

S

A

D

M

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B

U

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L

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C

O

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S

REMOVE CATCH

BASIN AND PIPE

REMOVE EXISTING CURB AND

GUTTER

REMOVE CATCH BASIN

BEGIN CURB REMOVAL

END CURB REMOVAL

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

B-1

B-2

RELOCATE EXISTING

SIGN

RELOCATE EXISTING

SIGN

RELOCATE EXISTING

SIGN

RELOCATE EXISTING

SIGN

RELOCATE EXISTING

SIGN

RELOCATE EXISTING

SIGN

RELOCATE EXISTING

SIGN

RELOCATE EXISTING

SIGN

RELOCATE EXISTING

SIGN

RELOCATE EXISTING

SIGN

RELOCATE EXISTING

SIGN

RELOCATE EXISTING

SIGN

RELOCATE EXISTING TREE SEE

LANDSCAPE PLAN

RELOCATE EXISTING TREE SEE

LANDSCAPE PLAN

X X

X

XXXX

X

X X

X X

X X X X X X

PROTECT EXISTING SIGN

END CURB REMOVAL

BEGIN CURB REMOVAL

RELOCATE EXISTING SIGN

PROTECT EXISTING FLAGPOLE

PROTECT EXISTING FLAGPOLE LIGHT

CLEAR AND GRUB

AREA TO BE GRADED

(ADD ALT 3)

EXISTING PAVEMENT

CLEAR AND GRUB

AREA TO BE GRADED

(ADD ALT 3)

EXISTING

ELECTRIC VAULT

REPLACE EXISTING PIPE

CLEAR AND GRUB LIMITS

REMOVE PAVMENT

REMOVE PAVEMENT

15'

15'

SAWCUT AC

SAWCUT AC

020 20 4010

V-106

SURVEY, EXISTING

CONDITIONS, GEOTECHNICAL

AND DEMOLITION PLAN 6TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

/5/ at 1:

pm

B y:

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Fil e:

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Mi ra ma r N C

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ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

1"=600'

KEY MAP

V-106 V-101

V-102

V-103

V-104 V-105

B-1

LEGEND

GEOTECHNICAL BORING NUMBER AND LOCATION

PAVEMENT TO BE REMOVED

CONTRACTOR SHALL PHASE THE DEMOLITION FOR THE

CORTEGE LANE WIDENING CONSTRUCTION (ADD ALT 3)

TO MAINTAIN INGRESS AND EGRESS FOR A MINIMUM OF

TWO LANES ON THE EXISTING PAVEMENT, AND SHALL

COORDINATE WITH THE CEMETERY DIRECTOR TO

SCHEDULE THIS WORK.

NOTE

DWG. 13 OF 127

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

/5/ at 1:

pm

B y:

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Fil e:

R:

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ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

V-701

GEOTECHNICAL BORING

LOGS 1

DWG. 14 OF 127

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

/5/ at 1:

pm

B y:

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Fil e:

R:

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Mi ra ma r N C

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6- V-

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ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

V-702

GEOTECHNICAL BORING

LOGS 2

DWG. 15 OF 127

P

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K

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B

F

B

F

B

F

B

F

A

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N

A

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M

A

S

O

N

C

A

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L A

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C

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A

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S

O

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A

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N

U

E

STOCKPILE LOCATION

(ADD ALT 5)

BORROW SITE

(BASE BID AND ADD ALTS 1-4)

STOCKPILE HAUL ROUTE

UTILITY EASEMENT

EXISTING

BURIAL

SECTIONS

EXISTING

BURIAL

SECTIONS

EXISTING

BURIAL

SECTIONS

UTILITY EASEMENT

MASTER PLAN

PROJECT FOOTPRINT

080 80 16040

C-001

OVERALL GRADING STOCKPILE

AND BORROW AREASTERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

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6- C-

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ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

1"=600'

KEY MAP

C-106

C-102

C-103

C-104 C-105C-101

DWG. 16 OF 127

B

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S

M

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A

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U

E

387.60

FS

387.60

FS

387.30

FS

387.30

FS

387.60

FS

387.56

FF

-1.1

-1.1%

-3.0%

-3:1-3:

-3:1

-3 :1

-3:1

-4.

0%

-4.0%

-2.0%

-4 .0%

-2.

0%

370375380

M.S.E. RETAINING WALL

SEE STRUCTURAL PLANS

MASTER PLAN PROJECT FOOTPRINT

-4%

-2%

-2%

D

A

A

D

-2 .0%

-2.0%

-1.6%

-1.0%

387.30

FS

387.30

FS

387.22

FL

387.05

FS

386.95

FL

387.38

FL

387.46

FL

387.35

FL

386.95

FL

386.89

FL

387.56

FL

387.56

FS

387.26

FS

387.12

FS

387.01

FS

387.10

FS

387.00

FS

390.47

FS

390.84

FS

BASE BID GRADING LIMITS

SEE SHEET C-404.

ADD ALT 4 GRADING LIMITS

SEE SHEET C-405.

GRADING OF ADD ALT 2

DEVELOPMENT AREA IS

INCLUDED IN BASE BID

BASE BID GRADING LIMITS

BASE BID GRADING LIMITS

EXISTING

BURIAL

SECTIONS

EXISTING

BURIAL

SECTIONS

ASSEMBLY

AREA

COMMITTAL

SHELTER

UTILITY EASEMENT-

PROTECT IN PLACE

EXISTING UTILITIES

SECTIO

N 17

SECTIO

N 18

SECTION 21

SEE SHEET C-102

S E

E

S

H E

020 20 4010

C-101

GRADING PLAN 1

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

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ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

1"=600'

KEY MAP

C-106

C-102

C-103

C-104 C-105C-101

CONSTRUCT 6" PCC OVER 4" AB PAVEMENT. COLOR AND

FINISH PER LANDSCAPE PLANS.25

ONSTRUCTION NOTES

DWG. 17 OF 127

B

F

B

F

1 392

386387

391391

388.85

FS

387.89

FS

388.24

FS

388.38

FS

388.43

FS

388.39

FS

388.51

FS

388.72

FS

388.57

FS

388.53

FS

388.65

FS

388.61

FS

388.48

FS

388.47

FS

388.62

FS

388.59

FS

388.22

FS

388.04

FS

388.21

FS

388.25

FS

388.44

FS

388.30

FS

387.98

FS

388.17

FS

-2%

-2%

-2%

-2%

-2%

GRADE

BREAK -1

.5%

-1.

0%

-1.

3%

-1.1%

MASTER PLAN PROJECT FOOTPRINT

M

I

C

H

A

N

S

O

O

R

A

V

E

N

U

A

D

SEE DETAIL GRADING SHEET

C-401

SEE DETAIL GRADING SHEET

C-402

-7%

-3%

-7%

-5%

-4%

-4%

-5%

-2%

GRADING OF ADD ALT 1

DEVELOPMENT AREA

IS INCLUDED IN BASE BID

BASE BID GRADING LIMITS

SEE SHEET C-403.

ADD ALT 4 GRADING LIMITS

GRADING OF ADD ALT 2

DEVELOPMENT AREA IS

INCLUDED IN BASE BID

BASE BID GRADING LIMITS

BASE BID GRADING LIMITS

BASE BID GRADING LIMITS

BASE BID GRADING LIMITS

EXISTINGBURIALSECTION

UTILITY EASEMENT- PROTECT

IN PLACE EXISTING UTILITIES

BORROW SITE

(BASE BID AND ADD ALTS 1-4)

SECTIO

N 17

SECTIO

N 18

SECTION 21

SECTIO

N 19 SECTION 20

1"=600'

KEY MAP

SEE SHEET C-101

020 20 4010

C-102

GRADING PLAN 2

SEE SHEET C-103

S

S

H

E

S

E

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

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ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

C-106 C-101

C-103

C-104 C-105

C-102

DWG. 18 OF 127

R

E

U

B

E

E

T

W

A

Y

MICHAEL MONSOOR

AVENUE

EXISTING DETENTION

BASIN

MASTER PLAN PROJECT FOOTPRINT

-1.3%

EXISTING VAULT

PROTECT IN PLACE

BASE BID GRADING LIMITSBASE BID GRADING LIMITS

EXISTINGBURIALSECTION

1"=600'

KEY MAP

SEE SHEET C-102

020 20 4010

C-103

GRADING PLAN 3

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

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ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

C-106 C-101

C-102

C-104 C-105

C-103

DWG. 19 OF 127

380 38

379 379381382383384386

38738

380385 379381382383

38738

376377378379

MASTER PLAN PROJECT FOOTPRINT

AGGREGATE BASE ACCESS ROAD

-5% -1% -2%

-8%

-3:1

-3:1

-3 :1

380.00

FL

378.00

FL 376.70

FL

ADD ALT 4 GRADING LIMITS

SEE SHEET C-405.

ADD ALT 5 GRADING LIMITS

ADD ALT 4 GRADING LIMITS

SEE SHEET C-405.

ADD ALT 5 GRADING LIMITS

UTILITY EASEMENT-

PROTECT IN PLACE

EXISTING UTILITIES

1"=600'

KEY MAP

S E

E

S

H E

020 20 4010

C-104

GRADING PLAN 4

S E

E

S

H E

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

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pm

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ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

C-106 C-101

C-102

C-103

C-105C-104

DWG. 20 OF 127

1 381

381382383

MASTER PLAN PROJECT FOOTPRINT

DETENTION BASIN

AGGREGATE BASE ACCESS ROAD

-2%

-1%

-1%

-4:1

-4:1

-4:1

-4:1

-4:

-4:1

-4:

-4:1

-3:1

372.00

FG

372.00

FG

372.00

FG

372.00

FG

380.12

FG

380.12

FG380.18

FS

380.18

FS

380.00

FS

380.12

FS

372.00

FS

380.12

FS

380.00

FS

372.00

FS

ADD ALT 5 GRADING LIMITS

ADD ALT 5 GRADING LIMITS

UTILITY EASEMENT-

PROTECT IN PLACE

EXISTING UTILITIES

372.0 BOTTOM

-3:1

-3:1

-3:1

S E

E

S

H E

020 20 4010

C-105

GRADING PLAN 5

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

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pm

B y:

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R:

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Mi ra ma r N C

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M3

6- C-

5.d wg

ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

1"=600'

KEY MAP

C-106 C-101

C-102

C-103

C-104 C-105

ONSTRUCTION NOTES

CONSTRUCT CONCRETE DOWN DRAIN PER DETAIL ON SHEET

C-502.1

DWG. 21 OF 127

P

A

R

K

I

N

G

A

V

E

N

A

G

S

A

D

M

I

N

I

S

T

R

A

T

I

O

N

B

U

I

L

D

I

N

G

C

O

R

T

E

G

N

E

S

387.93

TBC BC

387.40

TBC EC

387.02

TBC BC

386.57

TBC EC

386.43

TBC

386.46

TBC BC

386.61

TBC

386.84

TBC

387.08

TBC

387.31

TBC

387.54

TBC

387.78

TBC

388.01

TBC

388.24

TBC

388.47

TBC

388.62

TBC

388.66

TBC

388.59

TBC

388.16

TBC

387.92

TBC 387.67

TBC 387.42

TBC 387.18

TBC

386.93

TBC

386.69

TBC

386.54

TBC

386.50

TBC

386.55

TBC EC

386.57

TBC BC

387.35

TBC BC

387.04

TBC EC

387.72

TBC EC

25' O.C.

-0.5%

-1.0%

-0.9%

-0.5%

-0.6%

-0.3%

ADD ALT 3 GRADING LIMITS

25' 27.69'

18.63' O.C.

388.27

TBC BC

388.32

TBC EC

388.18

TBC BC

387.98

TBC PRC

387.78

TBC EC

387.25

TBC

387.70

TBC

388.41

TBC

2'

2'

2'

2'

2'

2'

UTILITY EASEMENT

ADD ALT 3

EXISTING ELECTRICAL VAULT

TYPICAL SECTION OF CURB TO HINGE POINT

NOT TO SCALE

1.5'1'

2'

MIN.

2%

CURB

LINE

2%

MOUNTABLE CURB

AND GUTTER

PCC OVER AB

PAVEMENT

020 20 4010

C-106

GRADING PLAN 6

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

/5/ at 1:

pm

B y:

ma rty

Fil e:

R:

\R

.01

Mi ra ma r N C

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IG

C

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AD

D

BI

M\

.13 C ivi l\S he ets

\89 2C

M3

6- C-

6.d wg

ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

1"=600'

KEY MAP

C-106 C-101

C-102

C-103

C-104 C-105

DWG. 22 OF 127

B

F

B

F

B

F

B

F

A

V

E

N

A

G

S

M

A

S

R

T

E

R

L A

N

E

M

I

C

H

A

N

S

O

O

R

A

V

E

N

U

E

A S

S E

M

B L Y

A R

E A

MASTER PLAN PROJECT FOOTPRINT

A

A

D

R

E

U

B

E

E

T

W

A

Y

MICHAEL MONSOOR

AVENUE

A

D

S

3. STORMWATER

DISCHARGE SAMPLING

4. STORMWATER

DISCHARGE SAMPLING

5. STORMWATER

DISCHARGE SAMPLING

2. NON-STORMWATER

DISCHARGE SAMPLING

1. UNCONTAMINATED

SAMPLING LOCATION

2. UNCONTAMINATED

SAMPLING LOCATION

EXISTING

DETENTION

BASIN

TEMPORARY SEDIMENT TRAP BERM

DURING CONSTRUCTION ONLY

3' DEEP MIN

5' WIDE BERM

10' VISQUEEN SPILLWAY

EMERGENCY SPILLWAY

STABILIZE WITH VISQUEEN LINER

SECURED WITH GRAVEL BAGS

MAINTAIN REGULARLY

3:1

3:1

3:1 3:1

1' DIAM PERFORATED RISER

SEDIMENT TRAP

3.5' DEEP

3:1 SS

900SF INVERT

10' VISQUEEN SPILLWAY

SEDIMENT TRAP

4.5' DEEP

3:1 SS

1600SF INVERT

10' VISQUEEN SPILLWAY

PROPOSED

DETENTION

BASIN

(ADD ALT 5)

BORROW LOCATION

(BASE BID AND ADD ALTS 1-4)

HAUL ROAD TO

STOCK PILE LOCATION

(ADD ALT 5)

SEE SHEET C-108

106106

107 107

107107107

107107

109110

A

V

E

N

A

G

S

A S

S E

M

B L Y

A R

E A

EXISTING BURIAL

SECTIONS

UTILITY EASEMENT

EXISTING BURIAL SECTIONS

EXISTING BURIAL

SECTIONS

B F

F

T

BF

T

BF

F

F T

B F

F

T

BF

R

T

R

T

T

F

BF

T

F

BF

T

F

B F

T

F

B F

T

F

BF

T

F

B F

T

F

BF

T

F

B F

T

T

R

T

060 60 12030

C-107

EROSION CONTROL PLAN 1

TEMPORARY MATERIAL DELIVERY AND STORAGE AREA (CASQA

WM-1).

INSTALL TEMPORARY DUMPSTER FOR SOLID WASTE MANAGEMENT

AREA (CASQA WM-5).

CONSTRUCT TEMPORARY STABILIZED ENTRANCE PER CALTRANS

STD. PLAN T58 (CASQA TC-1 & TC-3) SEE DETAIL ON SHEET C-509.

INSTALL & MAINTAIN TEMPORARY CONCRETE WASH-OUT (CASQA

WM-8) SEE DETAIL ON SHEET C-508.

INSTALL & MAINTAIN TEMPORARY SILT FENCE PER CALTRANS STD.

PLAN T51 (CASQA SE-1) SEE DETAIL ON SHEET C-508.

INSTALL & MAINTAIN TEMPORARY SEDIMENT TRAP (CASQA SE-3) SEE

DETAIL ON SHEET C-510. EMERGENCY SPILLWAY TO BE STABILIZED

WITH VISQUEEN SECURED WITH GRAVEL BAGS. SPILLWAY TO BE

REGULARLY MAINTAINED.

POTENTIAL SAMPLING LOCATION

PERFORM STREET SWEEPING (CASQA SE-7).

TEMPORARY SANITARY/SEPTIC WASTE FACILITY AREA (CASQA WM-9)

SEE DETAIL ON SHEET C-508.

TEMPORARY MATERIAL STOCKPILE AREA (CASQA WM-3).

INSTALL TEMPORARY CONNEX CONTAINER FOR LIQUID MANAGEMENT

WASTE (CASQA WM-7).

INSTALL TEMPORARY CONNEX CONTAINER FOR HAZARDOUS WASTE

(CASQA WM-6).

TEMPORARY CONTAMINATED SOIL MANAGEMENT AREA (CASQA

WM-7).

TEMPORARY VEHICLE AND EQUIPMENT CLEANING/ FUELING /

MAINTENANCE AREA (CASQA NS-8, NS-9 & NS-10).

INSTALL & MAINTAIN TEMPORARY STORM DRAIN INLET PROTECTION

FOR CATCH BASINS (CASQA SE-10) SEE DETAIL ON SHEET C-510.

R

MD&S

S

CS

V

SCHEDULING (CASQA EC-1): CONTRACTOR SHALL IMPLEMENT AND

COMPLY WITH SWPPP PREPARED BY HUITT-ZOLLARS DATED:

12-18-2017. CONTRACTOR SHALL VERIFY CONSTRUCTION PROGRESS

AND AMEND SCHEDULE FOR WARRANTED CHANGES AND PRIOR TO

RAINY SEASON.

VEGETATION PRESERVATION (CASQA EC-02): CONTRACTOR TO

INSTALL AND MAINTAIN TEMPORARY TREE & PLANT PROTECTION

FENCING PER LANDSCAPE PLANS.

HYDROSEED OR HYDROMULCH AREAS (CASQA EC-3 & EC-4):

CONTRACTOR SHALL IMPLEMENT EFFECTIVE BMPs PER QSP

RECOMMENDATIONS - SEE LANDSCAPE PLANS.

WIND EROSION CONTROL (CASQA WM-8): CONTRACTOR IS

RESPONSIBLE FOR DUST CONTROL MEASURES AND COMPLIANCE

WITH ALL SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT

(SCAQMD) RULES AND REGULATIONS, WHICH INCLUDE OBTAINING ALL

REQUIRED PERMITS AND APPROVALS FROM SCAQMD, AND

SUSPENDING OPERATIONS DURING SMOG ALERTS AND/OR HIGH

WINDS.

CONTRACTOR SHALL COMPLY WITH TERMS AND REQUIREMENTS OF

NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES

ASSOCIATED WITH CONSTRUCTION ACTIVITY.

FLOW DIRECTIONAL ARROWS

WASTE

STORAGE

AREA

WASTE

STORAGE

AREA

WASTE

STORAGE

AREA

INSTALL & MAINTAIN GRAVEL BAG BERMS OR CHECK DAMS (CASQA

SE-4, SE-6).

INSTALL & MAINTAIN TEMPORARY FIBER ROLLS (CASQA SE-5) SEE

DETAIL ON SHEET C-509.

LIMITS OF GRADING

INSTALL & MAINTAIN VELOCITY DISSIPATION (CASQA EC-10). SEE

DETAIL ON SHEET C-509.

0 0 0 0 0 0 0 0 0 0

ENVIRONMENTAL AND MASTER PLAN LIMITS

0 0 0 0 0 0 0 0 0 0

INSTALL & MAINTAIN EARTHEN SWALE (CASQA EC-9) SEE DETAIL ON

SHEET C-509.

INSTALL & MAINTAIN SLOPE DRAIN (CASQA EC-11) SEE DETAIL ON

SHEET C-509.110

PROPOSED STORM DRAIN

DISTURBED AREA

STREAM BANK STABILIZATION (CASQA EC-12) SEE DETAIL ON SHEET

C-509.111

SITE MAP

CORTEGE LANE

MAINTENANCE YARD

CONSTRUCTION AREA

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

/5/ at 1:

pm

B y:

ma rty

Fil e:

R:

\R

.01

Mi ra ma r N C

Co lum ba ria

IG

C

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AD

D

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M\

.13 C ivi l\S he ets

\89 2C

M3

6- C-

7.d wg

ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

EXISTING SLOPE

PROPOSED ROAD

EARTH DRAINAGE SWALE WITH LINER

EC-9

2:1 2:1

RUN-ON

RIPRAP VELOCITY DISSIPATION

EC-10

SLOPE DRAIN AT LOW POINT

IN SWALE

EC-11

TIE IN TO EXISTING SLOPE

SILT FENCE

INLET WITH ATRIUM GRATE OR SIMILAR

INLET PROTECTION SE-10

1% MIN.

2% TYP.

ACCESS ROAD EARTHEN SWALE

NTS

PROPOSED ROAD

EARTHEN SWALE

FOR HILLSIDE RUN-ON

LINED EARTHEN SWALE

FOR HILLSIDE RUN-ON

SILT FENCE

GRAVEL CHECK DAMS

SE-4

C-108 C-107

1"=600'

KEY MAP

C-108

NOTE: EROSION CONTROL PLAN SHOWS BASE BID AND ALL ADD ALTERNATES.

HAUL ROAD AND STOCKPILE

C-108

SEE SHEET C-108

DWG. 23 OF 127

V

E

N

A

G

S

A S

S E

M

B L Y

A R

E A

6.

STORMWATER DISCHARGE

SAMPLING

STOCKPILE LOCATION

(ADD ALT 5)

HAUL ROAD TO

STOCKPILE LOCATION

(ADD ALT 5)

A

V

E

N

A

G

S

M

A

S

R

T

E

R

L A

N

E

M

I

C

H

A

N

S

O

O

R

A

V

E

N

U

E

A S

S E

M

B L Y

A R

E A

MASTER PLAN PROJECT FOOTPRINT

A

D

1. UNCONTAMINATED

SAMPLING LOCATION

SEDIMENT TRAP

3.5' DEEP

3:1 SS

900SF INVERT

10' VISQUEEN SPILLWAY

106 106

107107

93 94

EXISTING BURIAL

SECTIONS

S

EXISTING BURIAL

SECTIONS

UTILITY EASEMENT

PROTECT IN PLACE

EXISTING UTILITIES

MASTER PLAN PROJECT FOOTPRINT

N

O P

A

R

K

I

N

G

92 94

106106

ADMINISTRATION

BUILDING

CORTEGE LANES

N

O

P

A

R

K

I N

G

SECONDARY

CONTAINMENT

PER QSP

RECOMMENDATION

M

D

S

R

C

S

V

W

A

S

T

E

S

T

O

R

A

G

E

A

R

E

A

D

E

W

A

T

E

R

1. NON-STORMWATER

DISCHARGE SAMPLING

98 99

C-108

EROSION CONTROL PLAN 2

TEMPORARY MATERIAL DELIVERY AND STORAGE AREA (CASQA

WM-1).

INSTALL TEMPORARY DUMPSTER FOR SOLID WASTE MANAGEMENT

AREA (CASQA WM-5).

CONSTRUCT TEMPORARY STABILIZED ENTRANCE PER CALTRANS

STD. PLAN T58 (CASQA TC-1 & TC-3) SEE DETAIL ON SHEET C-509.

INSTALL & MAINTAIN TEMPORARY CONCRETE WASH-OUT (CASQA

WM-8) SEE DETAIL ON SHEET C-508.

INSTALL & MAINTAIN TEMPORARY SILT FENCE PER CALTRANS STD.

PLAN T51 (CASQA SE-1) SEE DETAIL ON SHEET C-508.

INSTALL & MAINTAIN TEMPORARY SEDIMENT TRAP (CASQA SE-3) SEE

DETAIL ON SHEET C-510. EMERGENCY SPILLWAY TO BE STABILIZED

WITH VISQUEEN SECURED WITH GRAVEL BAGS. SPILLWAY TO BE

REGULARLY MAINTAINED.

POTENTIAL SAMPLING LOCATION

PERFORM STREET SWEEPING (CASQA SE-7).

TEMPORARY SANITARY/SEPTIC WASTE FACILITY AREA (CASQA WM-9)

SEE DETAIL ON SHEET C-508.

TEMPORARY MATERIAL STOCKPILE AREA (CASQA WM-3).

INSTALL TEMPORARY CONNEX CONTAINER FOR LIQUID MANAGEMENT

WASTE (CASQA WM-7).

INSTALL TEMPORARY CONNEX CONTAINER FOR HAZARDOUS WASTE

(CASQA WM-6).

TEMPORARY CONTAMINATED SOIL MANAGEMENT AREA (CASQA

WM-7).

TEMPORARY VEHICLE AND EQUIPMENT CLEANING/ FUELING /

MAINTENANCE AREA (CASQA NS-8, NS-9 & NS-10).

INSTALL & MAINTAIN TEMPORARY STORM DRAIN INLET PROTECTION

FOR CATCH BASINS (CASQA SE-10) SEE DETAIL ON SHEET C-510.

R

MD&S

S

CS

V

SCHEDULING (CASQA EC-1): CONTRACTOR SHALL IMPLEMENT AND

COMPLY WITH SWPPP PREPARED BY HUITT-ZOLLARS DATED:

12-18-2017. CONTRACTOR SHALL VERIFY CONSTRUCTION PROGRESS

AND AMEND SCHEDULE FOR WARRANTED CHANGES AND PRIOR TO

RAINY SEASON.

VEGETATION PRESERVATION (CASQA EC-02): CONTRACTOR TO

INSTALL AND MAINTAIN TEMPORARY TREE & PLANT PROTECTION

FENCING PER LANDSCAPE PLANS.

HYDROSEED OR HYDROMULCH AREAS (CASQA EC-3 & EC-4):

CONTRACTOR SHALL IMPLEMENT EFFECTIVE BMPs PER QSP

RECOMMENDATIONS - SEE LANDSCAPE PLANS.

WIND EROSION CONTROL (CASQA WM-8): CONTRACTOR IS

RESPONSIBLE FOR DUST CONTROL MEASURES AND COMPLIANCE

WITH ALL SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT

(SCAQMD) RULES AND REGULATIONS, WHICH INCLUDE OBTAINING ALL

REQUIRED PERMITS AND APPROVALS FROM SCAQMD, AND

SUSPENDING OPERATIONS DURING SMOG ALERTS AND/OR HIGH

WINDS.

CONTRACTOR SHALL COMPLY WITH TERMS AND REQUIREMENTS OF

NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES

ASSOCIATED WITH CONSTRUCTION ACTIVITY.

FLOW DIRECTIONAL ARROWS

WASTE

STORAGE

AREA

WASTE

STORAGE

AREA

WASTE

STORAGE

AREA

INSTALL & MAINTAIN GRAVEL BAG BERMS OR CHECK DAMS (CASQA

SE-4, SE-6).

INSTALL & MAINTAIN TEMPORARY FIBER ROLLS (CASQA SE-5) SEE

DETAIL ON SHEET C-509.

LIMITS OF GRADING

INSTALL & MAINTAIN VELOCITY DISSIPATION (CASQA EC-10). SEE

DETAIL ON SHEET C-509.

0 0 0 0 0 0 0 0 0 0

ENVIRONMENTAL AND MASTER PLAN LIMITS

0 0 0 0 0 0 0 0 0 0

INSTALL & MAINTAIN EARTHEN SWALE (CASQA EC-9) SEE DETAIL ON

SHEET C-509.

INSTALL & MAINTAIN SLOPE DRAIN (CASQA EC-11) SEE DETAIL ON

SHEET C-509.110

PROPOSED STORM DRAIN

DISTURBED AREA

STREAM BANK STABILIZATION (CASQA EC-12) SEE DETAIL ON SHEET

C-509.111

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

/5/ at 1:

pm

B y:

ma rty

Fil e:

R:

\R

.01

Mi ra ma r N C

Co lum ba ria

IG

C

- E W

La yto n\1 0 C

AD

D

BI

M\

.13 C ivi l\S he ets

\89 2C

M3

6- C-

8.d wg

ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

060 60 12030

CORTEGE LANE

MAINTENANCE YARD

NOTE: EROSION CONTROL PLAN SHOWS BASE BID AND ALL ADD ALTERNATES.

BF

F

T

BF

T

BF

F

F T

B F

F

T

B F

R

T

R

T

T

F

BF

T

F

BF

T

F

B F

T

F

B F

T

F

B F

T

F

B F

T

F

B F

T

F

BF

T

T

R

T

SITE MAP

CORTEGE LANE

MAINTENANCE YARD

CONSTRUCTION AREA

C-108 C-107

1"=600'

KEY MAP

C-108

HAUL ROAD AND STOCKPILE

C-108

SEE SHEET C-107

DWG. 24 OF 127

B

F

B

F

B

F

M

ICHAEL M

O

NSO

O R

AVENUE

A

V

E

N

A

G

S

L

R

O

A

D

A

D

2+

.27

M

IC

HA

EL

M

ON

SO

OR

A

VE

=1 0+

.00

L

RO

AD

3+

.64

M

IC

HA

EL

M

ON

SO

OR

A

VE

=1

+0 0.0

0 D R

OA

D

MICHAEL MONSOOR AVE.

STATION=101+30.19

JOIN EXISTING ROAD

24'

24'

12'24

6' 6' 12' 12'

24'

12' 12'

12' 12'

STA 100+00.00 BP

INT. AVENUE OF FLAGS

STA 102+36.15 PRC

STA 105+05.73 PRC

101+97.46 BCR

13.50' R

392.40TC

102+73.72 ECR

13.50' R

TC391.83 103+68.06 BCR

13.50' R

390.75TC

104+31.22 ECR

13.50' R

TC389.92

10+23.41 BCR

7.50' L

TC391.20

10+55.72 ECR

7.50' R

390.11TC

100+33.74 ECR

13.50' R

390.03TC

100+33.74 BCR

13.50' L

TC390.03

105+32.05 PRC

13.50' L

388.41TC

105+37.44 PRC

17.07' L

388.33TC

105+47.70 PCC

24.00' L

388.16TC

105+05.73 PRC

13.50' L

388.80TC

105+05.73 PRC

13.50' R

TC388.80

102+36.15 PRC

13.50' L

392.26TC

391.70

TC Δ/2

392.34

TC Δ/4

390.91

TC Δ/4

391.64

TC Δ/2

391.41

TC Δ/4

391.81

TC Δ/4

390.61

TC Δ/4

390.17

TC Δ/4

390.39

TC Δ/2

390.12

TC Δ/2

390.12

TC Δ/4

390.05

TC Δ/4

28SECTION 17

SECTION 18

SECTION 21

SECTION 19

SECTION 20

4.27%

-1.14%

-1.50%

-1.00%

100.00' VC

HP STA=102+09.88

HP EL=392.35

PVI STA=101+81.00

PVI EL=392.80

1+

.00

B

VC

0.6

6 C L

2+

.00

E

VC

2.2

3 C L

3+

.64

G B

0.3

0 C L

5+

.05

G B

8.3

1 C L

2+

.15

P

RC

2.1

7 C L

5+

.73

P

RC

8.7

1 C L

2+

.27

1.9

3 C L

1+

.19

0.6

3 C L J

OI

N

1+

.00

1.3

8 C L

1+

.00

2.0

2 C L

2+

.00

2.3

2 C L

2+

.00

2.2

9 C L

2+

.00

2.0

1 C L

2+

.00

1.7

3 C L

3+

.00

1.4

4 C L

3+

.00

1.1

5 C L

3+

.00

0.8

7 C L

3+

.00

0.5

8 C L

4+

.00

9.9

2 C L

4+

.00

9.5

4 C L

4+

.00

9.1

7 C L

5+

.00

8.7

9 C L

5+

.00

8.4

2 C L

5+

.00

8.1

3 C L

5+

.00

7.8

8 C L

6+

.00

7.6

3 C L

(4.49%)

FS @ C.L.

EXISITNG GRADE @ C.L.EXISTING SURFACE @ C.L.

020 20 4010

C-109

ROADWAY PLAN MICHAEL

MONSOOR AVE. 101+30.19

TO 106+00.00

S

E

S E

E

S

H E

105+00104+00103+00102+00101+00100+00

386-

388-

390- -390

-392

-394

380-

382-

384-

392-

394-

396-

398-

400-

-396

-398

-400

-384

-386

-388

-380

-382

106+00

ONSTRUCTION NOTES

CONSTRUCT CURB TRANSITION PER DETAIL ON SHEET C-501.

CONSTRUCT 3" AC OVER 11" AB PAVEMENT.

CONSTRUCT MOUNTABLE CURB AND GUTTER PER DETAIL ON

SHEET C-501.

CONSTRUCT 12" WIDE 0" CONCRETE HEADER PER DETAIL ON

SHEET C-501.

CONSTRUCT CONCRETE LONGITUDINAL GUTTER PER DETAIL

ON SHEET C-501.26

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

/5/ at 1:

pm

B y:

ma rty

Fil e:

R:

\R

.01

Mi ra ma r N C

Co lum ba ria

IG

C

- E W

La yto n\1 0 C

AD

D

BI

M\

.13 C ivi l\S he ets

\89 2C

M3

6- C-

9.d wg

ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

1"=600'

KEY MAP

CONSTRUCT DETECTABLE WARNING SURFACE.28

C-112

C-113 C-114 C-111C-

C-110

SEE SHEET C-112 SEE SHEET C-111

DWG. 25 OF 127

-1.50%

-1.34%

6+

.51

G B

7.1

7 C L

6+

.00

G B

6.5

2 C L

0+

.63

G B

1.8

6 C L

6+

.37

P

RC

6.5

7 C L

7+

.21

5.7

4 C L

6+

.00

7.3

8 C L

6+

.00

7.1

2 C L

6+

.00

6.7

4 C L

7+

.00

6.3

8 C L

7+

.00

6.0

5 C L

7+

.00

5.3

8 C L

8+

.00

5.0

5 C L

8+

.00

4.7

1 C L

8+

.00

4.3

8 C L

8+

.00

4.0

5 C L

9+

.00

3.7

1 C L

9+

.00

3.3

8 C L

9+

.00

3.0

4 C L

9+

.00

2.7

1 C L

0+

.00

2.3

8 C L

0+

.00

2.0

4 C L

FS @ C.L. (-2.16%)

EXISTING GRADE @ C.L. EXISTING SURFACE @ C.L.

6+

.00

7.6

3 C L

B

F

A

D

M

I

C

H

A

N

S

O

O

R

A

V

E

N

U

E

R

E

U

B

E

E

T

W

A

Y

STA 111+00.48 EP

INT. REUBEN FLEET WAY

STA 106+86.37 PRC

MICHAEL MONSOOR AVE.

STATION=110+38.63

JOIN EXISTING ROAD

F ROAD

STATION=133+91.10

END ROAD

12' 12'

ST

A

7+

.21

M

IC

HA

EL

M

ON

SO

OR

A

VE

=1

+5

9.3 0 F

R

OA

D

EXISTING VAULT

PROTECT IN PLACE

106+86.37 PRC

13.50' R

386.66TC

107+02.92 BCR

13.50' R

386.44TC

134+12.66 ECR

13.50' L

384.90TC

133+91.10 ECR

13.50' R

TC384.47

106+86.37 PRC

13.50' L

TC386.66

106+47.93 PCC

24.00' L

TC387.15

106+59.75 PRC

17.07' L

TC387.03

106+65.14 PRC

13.50' L

TC386.98

108+01.88 ECR

13.50' R

TC385.12

386.05

TC Δ/4

385.28

TC Δ/4

385.67

TC Δ/2

384.87

TC Δ/4

385.29

TC Δ/4385.20

TC Δ/2

133+91.10 13.50' L

384.47TC

ADD ALT 4 CONSTRUCTION

ADD ALT 4 CONSTRUCTION

BASE BID CURB AND GUTTER

CONSTRUCTION. SEE SHEET C-403

FOR BASE BID GRADING

UTILITY EASEMENT-

PROTECT IN PLACE

EXISTING UTILITIES

EX

IS

TIN

G

BU

RI

AL

SE

CT

IO

NS

CONSTRUCT CONCRETE LONGITUDINAL GUTTER PER DETAIL

ON SHEET C-501.

CONSTRUCT DETECTABLE WARNING SURFACE.

CONSTRUCT MIDWEST GUARDRAIL SYSTEM STANDARD

RAILING PER CALTRANS DETAIL A77L1, A77M1, A77N1 AND RSP

A77N3 ON SHEET C-502.

ONSTRUCTION NOTES

CONSTRUCT CURB TRANSITION PER DETAIL ON SHEET C-501.

CONSTRUCT 3" AC OVER 11" AB PAVEMENT.

CONSTRUCT MOUNTABLE CURB AND GUTTER PER DETAIL ON

SHEET C-501.

CONSTRUCT 12" WIDE 0" CONCRETE HEADER PER DETAIL ON

SHEET C-501.

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

/5/ at 1:

pm

B y:

ma rty

Fil e:

R:

\R

.01

Mi ra ma r N C

Co lum ba ria

IG

C

- E W

La yto n\1 0 C

AD

D

BI

M\

.13 C ivi l\S he ets

\89 2C

M3

6- C-

0.d wg

ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

020 20 4010

C-110

ROADWAY PLAN -

MICHAEL MONSOOR AVE.

106+00.00 TO 110+38.63

111+00110+00109+00108+00107+00106+00

S E

E

S

H E

S

E

386-

388-

390- -390

-392

-394

380-

382-

384-

392-

394-

396-

398-

400-

-396

-398

-400

-384

-386

-388

-380

-382

1"=600'

KEY MAP

C-112

C-113 C-114 C-111C-

C-110

DWG. 26 OF 127

B

F

B

F

M I C

H A

E L

M

O N

S O

O R

A V

E N

U

A

D

D R

O

A D

STA 100+00.00 D ROAD

=103+99.64 MICHAEL MONSOOR AVE.

ST

A

1+

.16

D R

OA

D

=1 3+

.41

L

RO

AD

STA 100+83.28 BC

STA 101+80.78 EC

101 102

D ROAD R.P.

STA=103+04.61

'12'

12' 24'

45' 6' 6'

100+33.74 ECR

13.50' R

TC390.03

100+33.74 ECR

13.50' L

TC390.03

100+83.28 BC

13.50' R

389.51TC

100+83.28 BC

13.50' L

389.51TC

101+32.25 BCR

13.50' R

389.09TC

102+69.38 PRC

30.35' L

391.95TC

102+69.38 PRC

30.35' R

391.31TC

101+81.73 ECR

13.50' R

TC389.51

101+80.78 EC

13.50' L

TC389.49

102+32.63 BC

13.50' L

TC390.85

102+32.63 BC

13.50' R BVC

390.85TC

101+30.21 CL CB

13.50' R

389.09TC

101+83.73 CL CB

13.50' R

TC389.55

101+36.15 CL CB

13.50' L

389.09TC

390.50

TC

CL CB

69.55'ON CURB

22 21

29 29

102+61.77 23.23' R

391.37TC HP

102+73.95

34.96' R EVC

391.23TC

42.11' 390.70

TC BVC

102+59.27

21.47' L BVC

391.65TC

102+84.44 41.90' L

392.08TC HP

103+02.48

46.45' L EVC

391.95TC

390.68

TC EVC

25.

40'

LIMIT OF BASE BID

CONSTRUCTION. SEE SHEET

C-404 FOR BASE BID GRADING

LIMIT OF BASE BID

CONSTRUCTION. SEE SHEET

C-404 FOR BASE BID GRADING

ADD ALT 4 CONSTRUCTION.

SEE SHEET C-405 FOR ADD

ALT 4 GRADING

UTILITY EASEMENT-

PROTECT EXISTING UTILITIES

SE

CT

IO

N

SECTION 21

SE

CT

IO

N

SECTION 20

UTILITY EASEMENT-

PROTECT EXISTING UTILITIES

-1.06% 3.00% -0.55%

100.00' VC

LP STA=101+36.15

LP EL=388.99

PVI STA=101+60.00

PVI EL=388.60

1+

.00

B

VC

9.1

3 C L

2+

.00

E

VC

0.1

0 C L

50.00' VC

HP STA=102+67.26

HP EL=391.18

PVI STA=102+50.00

PVI EL=391.30

2+

.00

B

VC

0.5

5 C L

2+

.00

E

VC

1.1

6 C L

0+

.00

G B

0.3

0 C L

3+

.61

G B

1.0

0 C L

0+

.28

B C

9.4

2 C L

1+

.78

E C

9.4

0 C L

0+

.00

0.0

3 C L

0+

.00

9.7

7 C L

0+

.00

9.5

0 C L

1+

.00

9.2

4 C L

1+

.00

9.0

2 C L

1+

.00

9.0

3 C L

1+

.00

9.3

0 C L

2+

.00

9.8

2 C L

2+

.00

1.0

8 C L

3+

.00

1.0

3 C L

FS @ C.L.

EXISTING GRADE @ C.L.

ONSTRUCTION NOTES

CONSTRUCT 3" AC OVER 11" AB PAVEMENT.

CONSTRUCT MOUNTABLE CURB AND GUTTER PER DETAIL ON

SHEET C-501.

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

/5/ at 1:

pm

B y:

ma rty

Fil e:

R:

\R

.01

Mi ra ma r N C

Co lum ba ria

IG

C

- E W

La yto n\1 0 C

AD

D

BI

M\

.13 C ivi l\S he ets

\89 2C

M3

6- C-

1.d wg

ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

020 20 4010

C-111

ROADWAY PLAN - D ROAD

100+00.00 TO 103+04.61

103+00102+00101+00100+00

386-

388-

390- -390

-392

-394

380-

382-

384-

392-

394-

396-

398-

400-

-396

-398

-400

-384

-386

-388

-380

-382

1"=600'

KEY MAP

CONSTRUCT LOCAL DEPRESSION PER DETAIL ON SHEET C-502.29

C-112

C-113 C-114 C-111C-

C-110

SEE SHEET C-109 SEE SHEET C-112

SEE SHEET C-109

DWG. 27 OF 127

M

I

C

H

A

N

S

O

O

R

A

V

E

N

U

A

A

D

STA 10+00.00 L ROAD

=102+57.27 MICHAEL MONSOOR AVE.

STA 13+38.41 L ROAD

=101+54.16 D ROAD

STA 10+46.25 BC

STA 12+88.73 EC

11 12

27' 6'

21'

6' 6'

6' 6'

10+23.41 ECR

7.50' L

TC391.20

10+46.25 BC

7.50' L

TC390.29

13+04.34 BCR

7.88' R

TC388.04

12+98.64 PRC

10.46' R

TC387.73

12+94.08 PCC

13.86' R

TC387.45

12+74.48 PCC

21.00' R

TC386.92

10+61.02 PCC

8.55' R

389.85TC

10+66.32 PRC

11.18' R

389.62TC

10+70.78 PCC

14.32' R

389.36TC

10+89.31 PCC

21.00' R

388.84TC

12+88.73 EC

7.50' L

387.28TC

13+09.40 ECR

7.50' L

388.11TC

101+32.25 ECR

13.50' R

389.09TC 101+81.73 ECR

13.50' R

TC389.51

389.00

TC Δ/4

388.44

TC Δ/4

388.76

TC Δ/2

389.24

TC Δ/4

388.30

TC Δ/4

388.76

TC Δ/2

10+55.72 ECR

7.50' R

390.11TC

12+30.08 CL CB

7.50' L

386.12TC

COMMITTAL SHELTER

-4.00%

4.00%-2.00% 2.00%

60.00' VC

LP STA=12+30.08

LP EL=385.90

PVI STA=12+30.08

PVI EL=385.60

+0

0.0 8 B

VC

6.2 0 C

L

+6

0.0 8 E

VC

6.2 0 C

L

+4

6.2 5 B

C

0.0 8 C

L

+8

8.7 3 E

C

7.0 7 C

L

+0

0.0 0 G

B

1.9 3 C

L

+8

6.1 5 G

B

8.4 8 C

L

+7

4.0 0 G

B

6.4 8 C

L 13 +3

8.4 1 G

B

9.0 6 C

L

+2

5.0

0.9

3 C L

+5

0.0

9.9

3 C L

+7

5.0

8.9

3 C L

+0

0.0

8.2

0 C L

+2

5.0

7.7

0 C L

+5

0.0

7.2

0 C L

+7

5.0

6.7

0 C L

+2

5.0

5.9

1 C L

+5

0.0

6.0

4 C L 13

+0 0.0

7.5 2 C

L

+2

5.0

8.5

2 C L

FS @ C.L.

EXIST GRADE @ CL

ONSTRUCTION NOTES

CONSTRUCT CURB TRANSITION PER DETAIL ON SHEET C-501.

CONSTRUCT 3" AC OVER 11" AB PAVEMENT.

CONSTRUCT MOUNTABLE CURB AND GUTTER PER DETAIL ON

SHEET C-501.

CONSTRUCT 12" WIDE 0" CONCRETE HEADER PER DETAIL ON

SHEET C-501.

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

/5/ at 1:

pm

B y:

ma rty

Fil e:

R:

\R

.01

Mi ra ma r N C

Co lum ba ria

IG

C

- E W

La yto n\1 0 C

AD

D

BI

M\

.13 C ivi l\S he ets

\89 2C

M3

6- C-

2.d wg

ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

020 20 4010

C-112

ROADWAY PLAN - L ROAD

10+00.00 TO 13+38.41

14+0013+0012+0011+0010+00

386-

388-

390- -390

-392

-394

380-

382-

384-

392-

394-

396-

398-

400-

-396

-398

-400

-384

-386

-388

-380

-382

1"=600'

KEY MAP

CONSTRUCT DETECTABLE WARNING SURFACE.

CONSTRUCT LOCAL DEPRESSION PER DETAIL ON SHEET C-502.

C-112

C-113 C-114 C-111C-

C-110

S

E

SEE SHEET C-111

SEE

SHEET C-111

DWG. 28 OF 127

E

N

A

G

S

A

D

M

I

N

I

S

T

R

A

T

I

O

N

B

U

I

L

D

I

N

G

CORTEGE LANES

STA 101+84.62 BC

21.5'

100+72.65 BC

7.50' R

387.93TC

100+95.42 EC

16.43' R

387.40TC

101+31.93 EC

37.00' R

386.57TC

101+84.62 BC

37.00' R

386.46TC

101+61.16 CL CB

37.00' R

386.43TC

ADD ALT 3 CONSTRUCTION

STA 100+00.00

=101+52.84

CL CORTEGE LANE

CL AVENUE OF FLAGS

101+07.12 BC

27.27' R

387.02TC

102+28.48 BCR

27.50' R

TC388.27

100+79.06 ECR

19.50' L

TC388.32

100+89.06 BC

19.50' L

TC388.18

101+01.58 PRC

17.95' L

TC387.98

101+13.37 EC

16.50' L

TC387.78

101+19.93 16.50' L

TC387.70 101+31.93

15.00' L

TC387.25

EXISTING PAVEMENT

ADD ALT 3

TOP OF CURB

EXIST GRADE @ TC

0+

.65

G B

7.9

3 T C

1+

.16

G B

6.4

3 T C

2+

.00

G B

6.6

4 T C

1+

.12

P

RC

G B

7.0

2 T C

1+

.53

G B

6.7

3 T C

1+

.92

E C

GB

6.5 7 T

C

0+

.03

G B

7.7

1 T C

0+

.42

G B

7.4

0 T C 10 3+

.00

B

VC

8.3

8 C L

1+

.62

B C

GB

6.4 6 T

C

-0.51% 0.13% 0.73% 1.02%-3.25% -2.32% -1.24%

-1.88% -2.80% 10 1+

.00

6.4

8 T C

1+

.00

6.4

4 T C

2+

.00

6.5

7 T C

2+

.00

6.8

0 T C

2+

.00

7.0

5 T C

2+

.00

7.3

1 T C

3+

.00

7.5

6 T C

3+

.00

7.8

2 T C

3+

.00

8.0

7 T C

3+

.00

8.3

3 T C

4+

.00

8.5

4 T C

4+

.00

8.6

3 T C

4+

.00

8.5

8 T C

(-1.40%)

100.00' VC

HP STA=104+28.50

HP EL=388.63

PVI STA=104+30.00

PVI EL=388.89

1+

.00

6.4

8 T C

1+

.00

6.4

4 T C

2+

.00

6.5

7 T C

2+

.00

6.8

0 T C

2+

.00

7.0

5 T C

2+

.00

7.3

1 T C

3+

.00

7.5

6 T C

3+

.00

7.8

2 T C

3+

.00

8.0

7 T C

3+

.00

8.3

3 T C

4+

.00

8.5

4 T C

4+

.00

8.6

3 T C

ONSTRUCTION NOTES

CONSTRUCT CURB TRANSITION PER DETAIL ON SHEET C-501.

CONSTRUCT 6" PCC OVER 4" AB PAVEMENT. COLOR AND

FINISH PER LANDSCAPE PLANS.

TERRACON

1421 EDINGER AVENUE, SUITE C

TUSTIN CA 92780

(949) 383-1990

Revisions Date

Approved: Director, Project Management Service

Approved: Director, Office of Construction Management

Drawing Title

OfDwg.

Building Number

Location

Project Title

Checked

DRAWING NO.

Project No.

Date

Drawn

892CM3036

Pl ott ed : 5

/5/ at 1:

pm

B y:

ma rty

Fil e:

R:

\R

.01

Mi ra ma r N C

Co lum ba ria

IG

C

- E W

La yto n\1 0 C

AD

D

BI

M\

.13 C ivi l\S he ets

\89 2C

M3

6- C-

3.d wg

ENGINEER OF RECORDCONSULTANTS

BID DOCUMENTS

NOT FOR CONSTRUCTION

2 2 5 M i l l e r A v e n u e , M i l l V a l l e y , C A 9 4 9 4 1

T 415 383 7900 F 415 383 1433 www.rhaa.com

APRIL 2020

MIRAMAR NATIONAL CEMETERY

5795 NOBEL DRIVE

SAN DIEGO, CALIFORNIA 92122

COLUMBARIUM AND CREMAINS

EXPANSION

ENGINEERED WITH LAYTON

1490 S PRICE RD, SUITE 215

CHANDLER, AZ 85286 MK

CT

020 20 4010

C-113

ROADWAY PLAN -

CORTEGE LANES

100+00.00 TO 104+50.00

104+00103+00102+00101+00100+00

386-

388-

390- -390

-392

-394

380-

382-

384-

392-

394-

396-

398-

400-

-396

-398

-400

-384

-386

-388

-380

-382

S

E

S E

E

S

H E

1"=600'

KEY MAP

CONSTRUCT MOUNTABLE CURB AND GUTTER PER DETAIL ON

SHEET C-501.22

C-112

C-113 C-114 C-111C-

C-110

CONTRACTOR SHALL PHASE THE CORTEGE LANE

WIDENING CONSTRUCTION (ADD ALT 3) TO MAINTAIN

INGRESS AND EGRESS FOR A MINIMUM OF TWO LANES

ON THE EXISTING PAVEMENT, AND SHALL COORDINATE

WITH THE CEMETERY DIRECTOR TO SCHEDULE THIS

WORK.

NOTE

INSTALL CORTEGE LANE 3 PAVEMENT MARKING, MATCH

LETTERING STYLE AND COLOR OF EXISTING LANE STENCILS30

DWG. 29 OF 127