Exhibit_G_-_C&S_-_Level_1_Slab_Shop_Drawings.pdf

Submittal Cover Page

Downtown Library and Affordable Housing Project

119 Lincoln St. Santa Cruz CA, 95060

Notes:ECHELCON, INC.

Review is for general conformance with the contract documents for this project only. Subcontractor or supplier is responsible for omissions, quantities, dimensions, field conditions, coordination with all trades, and information pertaining to fabrication processes or construction techniques. Review shall not relieve subcontractor or supplier from responsibility for errors, omissions or deviation from contract documents. Stamped submission does not constitute a change order.

By:

Date:

Submittal # Description:

Jackson Bigham

03 30 00-06.1 Pad Grading SD - Largo

10/16/2025

CONSULTANT/ OTHER

ENGINEER

ARCHITECT

DannyNguyenPham Text Box

FOR REFERENCE ONLY

JOB NO. L1527

SUBMITTAL NUMBER: 015 Rev 1

Date SUBMITTED

To Echelcon, Inc.

945 W Julian St. Attn: Echelcon, Inc.

San Jose, CA, 95126 Project: DLAHP - Santa Cruz, CA

WE ARE SENDING YOU: X Attached Under Separate Cover Via Electronic the Following Items

X Shop Drawings Prints Plans Specifications

Copy of Letter Change Order Samples X Product Data/MSDS

COPIES SPEC

PDF

THESE ARE TRANSMITTED as checked below:

X For Approval Approved as Resubmit Copies for Approval

Submitted

For Your Use Approved as Submit Copies for Distribution

Noted

As Requested Returned for Return Corrected Prints

Corrections

For Review and

Comment

FOR BIDS DUE 20 PRINTS RETURNED AFTER

LOAN TO US

REMARKS: Please send back an electronic copy of the approved submittal. Thank You

COPY TO: SIGNED: Joe Adams

DATE

10/14/2025

Date DUE 10/21/2025

Description

LCI SUB #15.1 - Pad Grading Shops

891 West Hamilton Ave.Campbell, CA 95008

PRIORITY10/14/2025

(408) 874-2500 Fax (408) 874-2599

SHEET #

IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE.

PASE: PASE has reviewed this submittal for general conformance only. Verify subgrade requirements with Geotech. Verify slab elevations, slopes, and steps with Arch.

CEG: Subgrade should be prepared in accordance with the geotechnical report recommendations. Outside the VIMS area the crushed rock and Class II AB may be eliminated beneath thickened slab areas as noted in our response to RFI 37. Slab elevations, slopes, and steps to be confirmed by Arch.

Stephen Ohlsen, P.E., G.E. 10/28/25

DannyNguyenPham

1 2 3 4 5 6 7 8 9

A

B

C

C.2

D

E

F

G

H

I

I.1

3 4 5 6 7 8 9

G.2

G.1

7.12.1

2.1 7.1

J

21.1

18'-9"

8'-0" 19'-0"

27'-0" 27'-0" 27'-0" 27'-0"

12'-6" 3'-0"

27'-0"

323'-0" 2'

-3

'-9

'-6

'-0

'-5

'-1

/2

'-1

1/

2"

'-6

'-6

'-1

1"

'-7

5'

-6

8°

27'-0" 15'-6"

'-0

'-0

7'-9"

8°

10°

LC

-3 A

LC

-3

B M

AT

C

H

LI

N E

- 1'-7" BOR

BOR - 1'-2"

3'-8"

2'-7"

5'- 3"

10'-4 1/2" V.I.F

9'-6" V.I.F

8'- 3 1

/2"

V.I.F

4'- 1 1

/4"1'-5 1/4"

1'-2 3/8"

4°

2 7/8"

7"

VERIFY

4°

2'- 9"

9'-3"

V.I.F

V.I.F

2'-7"

16'-6"

- 1'-3 1/4" BOR

- 1'-3" BOR

- 2'-10 1/2" BOR

5'-10 1/2" V.I.F

- 1'-2 1/2" BOR

- 1'-3" BOR

BOR - 1'-4"

BOR - 1'-6"

- 1'-2" BOR

BOR - 1'-6"

BOR - 1'-6"

3'-10 1/2"

'-3

1/ 4"

5'- 3"

6'-0"

3'- 8 1

/2"

'-0

BOM - 6'-4"

BOM - 6'-6"

BOM - 6'-6"

BOR - 1'-10"

BOR - 1'-4"

- 1'-6 1/2" BOR

2'- 0"

4'-2" 2"

4'-10 3/8" 1'-0"

1'-8 1/2"

9 1 /2"

1'-0"

1'- 0"

2" 10"

7" 5"

1'- 2 1

/2"

'-5

4'-1" 1'-0"

1'- 0"

1'- 0"

1'-8 1/2"

2'-

4"

1'-8 1/2"

4'- 0"

3'- 9 1

/2" 8'-

1 1 /2"

1'-8 1/2" 1'-8"

7 1/4"

4'- 5"

4'-0"

1'-10" 1'-2"

1'- 2 1

/2"

1'- 0"

2'- 6"

3'-

1'-8 1/2" 2'-1 3/8"

3'-0"

1'-

2'-2 1/2" 1 1/2"

1'- 8 5

/8" 2"

2'- 2 1

/2" 1 1

/2"

2'- 2 1

/2"

2'- 1 5

/8"

4"

4"

1'- 0"

1'-6" 7'-6"

6'-6"

1'- 8"

2'- 2 1

/2" 3 1

/4"

7"

1'-6 5/8" 10 1/4"

2'- 9 5

/8" 2'-

6'- 8 1

/2" 4"

7"

1'-3 1/8" 2"

6" 2'-

5" 4'-

9" 6"

2'- 5"

2'- 2"

2'- 6 5

/8" 2" 4" 2'-

6 5 /8"

1'- 9 1

/2" 2"

10 3/8"

2"

4'- 0 3

/8" 2"

2"

1'- 9 1

/2"

2'- 6 5

/8"

2"

2"

5'-0"4'-0" 3'-0 1/8"2"

'-0

3'-

0"

10'-1 1/2" 15'-4 1/2"

'-0

7'-

0"

7'-9" 3'-0"

3'- 0"

5'- 0"

11'-1"

3'-2" 7'-11"

9'- 5 1

/4" 1'-

0"

5" 2"

10'-8"

5"

10"

2"

6"2"

2'- 2 1

/2" 2'-2 1/2"

4"

4"

4"

1'- 0"

2'- 2 1

/2" 4"

4" 5'-0"

5"

'-8

1'- 9 1

/2" 2"

4"

2'-2 1/2"4"

2'-1 5/8" 2"

1'-3 1/8" 2"

LC-3C

LC-3C

LC-3A

LC-3A

LC-3A

LC-3A

LC-3A

LC-3A

LC-3A

LC-3C

LC-3C

LC-3C

LC-3A

LC-3C

LC-3A

LC-3B

LC-3C

LC-3C

LC-3C

LC-3C

LC-3C

8'-

2'-1 5/8"

- 1'-9 3/4" BOR

- 2'-2" BOR

- 1'-8" BOR- 1'-6" BOR- 1'-4" BOR - 1'-10" BOR

- 1'-4 7/8" BOR

- 1'-8" BOR

- 1'-8" BOR

- 1'-6" BOR

1'- 0"

1'-8"

2'- 0"

9'-1"

2'-1 5/8"

- 1'-10" BOR

- 1'-4" BOR

- 1'-4" BOR

BOR - 1'-6"

- 1'-4" BOR

- 1'-6" BOR

- 1'-6" BOR - 1'-8" BOR

1'-0"

2'- 1 5

/8" 3 1

/4"

- 1'-7 1/4" BOR

- 1'-9 1/4" BOR - 1'-10" BOR

- 1'-4" BOR

- 1'-10" BOR

5"

5"

- 1'-6" BOR

- 1'-8 1/8" BOR

6'- 7 1

/2"

8'- 2"

BOR - 1'-8"

- 1'-8 1/8" BOR

- 1'-6 1/8" BOR - 1'-6 1/8" BOR

2" 5"

BO

R

- 1 '-4

LC-3A

SOI

VIF

2"

1'-0"

0'-0" (14.75')

LEVEL 01

2"

1'-0" 8'-8"

1' -4

1' -6

F

0'-0" (14.75')

LEVEL 012"

6'-4" 8'-6 1/2"

4'-0 3/8" 2"

1' -4

1' -4

0'-0" (14.75')

LEVEL 01

1' -4

1' -4

F

0'-0" (14.75')

LEVEL 01

1' -4

5" 5"

12'-2 1/2"

1'-9 1/2"

2"

1' -6

- 1'-6" BOR

5"

F

0'-0" (14.75')

LEVEL 01

1' -4

5" 5"

VA

R

IE

S

1 2'-6 5/8"

1' -6

1' -4

1' -6

5"

0'-0" (14.75')

LEVEL 01

1' -4

2"

10 1/2"

2'-1 5/8" 2"

1' -4

3'-0 1/8"

0'-0" (14.75')

LEVEL 01

1' -4

2"

3'-0 1/8" 2"

1' -4

2"

0'-0" (14.75')

LEVEL 012"1'

-6

1' -6

8"8"

- 1'-8" BOR

0'-0" (14.75')

LEVEL 01

/4

7" 7"

1' -4

" 1' -4

12'-1 5/8"

10 1/4"

1'-6 5/8"

ROCK BASE - 4" OF CLEAN CRUSHED ROCK

LINE IN SECTION INDICATES PAD ELEVATION

LEGEND

ROCK BASE - 6" OF CLEAN CRUSHED ROCK

2" SAND AND VAPOR BARRIER (BY OTHERS)

G.2

1' -6

" 0'-0" (14.75')

LEVEL 01

5'-3" 8"

3'-6"

INV 11.00'

1.5

NO EXCAVATION

BELOW THIS LINE

T.O.B 14.49'

TOP OF SOIL

13.82'

13.28' BOTTOM OF

BIO RETENTION

ScaleO R

IG

IN

AL

S

H

EE

T

SI

ZE

2" x

0"

Checked By Drawn By Date Project Number

No. Description Date

ABBREVIATIONS:

DOWNTOWN LIBRARY

AND AFFORDABLE

HOUSING PROJECT

UNLESS NOTIFIED OTHERWISE

FTG

TYP.

TOW

TOS

TOM

TOC

SOG

EA

BOS

BOF

BOW

BOC

BOB

FOOTING

TYPICAL

TOP OF WALL

TOP OF SLAB

TOP OF MAT FOUNDATION

TOP OF CURB / COLUMN

SLAB ON GRADE

EACH

BOTTOM OF SLAB

BOTTOM OF FOOTING

BOTTOM OF WALL

BOTTOM OF COLUMN

BOTTOM OF BEAM

UNO.

SIM SIMILAR

AD AREA DRAIN

BOM BOTTOM OF MAT FOUNDATION

FOC FACE OF CONCRETE

O.C ON CENTRE

FD FLOOR DRAIN

TOTS TOP OF TOPPING SLAB

TOF TOP OF FOOTING

L1527 10/14/2025

TN

SSJ

As indicated

PAD ELEVATION PLAN

LC-3A

/1

4/

:4

PM

LI

NC

O

LN

S

TR

EE

T

SA

N

TA

C

R U

Z, C

AL

IF

O R

N

IA

N

Shop drawings prepared using

NOTES:

1. RED COLOR DIMENSION AND CLOUD NEED TO BE CONFIRMED.

PAD ELEVATION PLAN

SCALE: 1/8" = 1'

Sheet No Title Date Revision File Type

PDF

S2.21 FOUNDATION PLAN

C5.0 GRADING & DRAINAGE PLAN

PDFA2.01 SLAB & CURB PLAN - LEVEL 01

PDFOVERALL - FLOOR PLAN - LEVEL 01A2.11

PDF

A1

CONTROL POINT OF GRIDLINE

SCALE: 3SECTION

1/4"=1'

SCALE: 4SECTION

1/4"=1'

SCALE: 6SECTION

1/4"=1'

SCALE: 7SECTION

1/4"=1'

SCALE: 8SECTION

1/4"=1'

SCALE: 9SECTION

1/4"=1'

SCALE: 10SECTION

1/4"=1'

SCALE: 14SECTION

1/4"=1'

SCALE: 16SECTION

1/4"=1'

10/01/2025

R0 09/22/2025For Approval

R1 10/14/2025Revised For Approval

SCALE: 5SECTION

1/4"=1'

A110/01/2025 A110/01/2025 A110/01/2025

Class II AB

Sand by LCI, Vapor Barrier by others

PASE: Verify with Geotechnical Engineer if aggregate base should be provided under all thickened mat slab/footing sections, typ. in addition to the typical mat slab.

DannyNguyenPham

9 10 11 12 13 14

9 10 11 12 13 14

A

B

C

C.2

D

E

F

G

H

I

I.1

J

27'-0" 27'-0" 27'-0" 27'-0" 18'-9"

2' -3

'-9

'-6

'-0

'-5

'-1

/2

'-1

1/

2"

'-6

'-6

'-1

1"

'-7

5'

-6

'-0

'-0

LC

-3

A

LC

-3 B

M

AT

C H

LI

N

E

3°

2°

2°

2°

BOR - 1'-4"

BOR - 2'-0"

BOR - 3'-7"

BOR - 1'-9"

BOR - 1'-7"

BOR - 0'-5 3/4"

BOR - 2'-2 1/2"

3'- 7"

6'-6 1/2"

6'-0 3/8"

2'-2 5/8"

1 1/4"

1 1 /4"

1'-3 1/4"

5 3 /8"

'-1

1" 5"

2'- 9"

4'-0 3/8"

8'-0 5/8" 6'-2 5/8"

4'-0 3/8"

5'- 8 1

/4"

'-6

6'-0"

BOM - 6'-9"

BOM - 7'-0"

BOR - 1'-6"

BOR - 1'-11 1/4"

BO

R

- 2 '-1

BOR - 1'-4"

- 2'-0 1/2" BOR

- 2'-0 3/4" BOR- 2'-1" BOR 3'-

- 1'-8" BOR

- 0'-6 3/4" BOR

2'- 1 5

/8"

4"

7"

1'-6 5/8" 10 1/4"

4'- 0 5

/8"

1/ 4"

2'- 9 5

/8"

2'- 9 5

/8"

5/8 " 10 7/

8"

1'- 0 3

/4"

2 1 /2"

1'- 1 1

/4" 6'-

4"

1'- 0" 9" 3'-0"

3 1 /2"

1'-1 1/4" 10'-10 5/8"

'-1

1/ 8"

1'- 1 1

/4"

5'-5"

1'-1 1/4"1'-1 1/4"

3'-3 3/8"

8'-9 1/4"

2'-0" 8'-8"

5'- 6 1

/2" 3'-

4 1 /2"

8'-

10'-8"

4'-4 5/8" 1'-8 1/2"

5 1 /2"

5 1 /4"

6'-0" 8'-10 1/2" 5'-7"

5 1 /2"

4"

7 3 /4"

4"

8'-9"

2'-1 5/8" 4"

2'-

2'-

6'-

8 1 /2"

6'- 8 1

/2" 4"4"

7"

4'-1 1/8" 10 1/4"

2'- 9 5

/8"

1'-8 1/2"

3'- 6"

3'- 6"

4 1 /2"

4 1 /8"

2'-1 5/8" 4"

6'-3 3/8" 13'-0"

3'-11 1/2"

4'- 8"3 1

/8"

4 1 /4"

6'-0 3/8"

10'-6"

6'- 8"

3'-6 7/8"

5'-6"

3'-0 3/4"

2'-4" 1'-8 1/2"

1'- 9"

5'- 7 5

/8"

2'-1 5/8"1'-9"

1/2

1'- 9"

3'-2 5/8"

7'-10 7/8" 7'-10 7/8"

7'- 3 5

/8"

5 3 /8"

3 5/8"

8'- 0"

5'-8"

9'-1"

2'-3"

6"

6" 6"

1'- 0"

1'-8 1/2" 1'-0"

5'- 0"

2'-0 7/8"

1'- 8 1

/2"

9"

1'- 8 1

/2"

11 5/8"

1'-3 1/8" 2"

6"

2'- 5"

4'- 9"

4'- 9"

6'-1 5/8"6'-1 5/8" 2"2"

2"

4" 2'-

6 5 /8"

4 5 /8"

2 5 /8"

3" 5" 6 5 /8" 8'-9"

8'-9"

1'- 0"

2'- 2 1

/2"

5'-0"

4"

2'-2 1/2"

2'-1 5/8"

1'-3 1/8" 2"

2'- 1 5

/8" 5"

LC-3B

LC-3B

LC-3B

LC-3B

LC-3B

LC-3B

LC-3B

LC-3C

LC-3B

LC-3B

LC-3B

LC-3B

LC-3B

LC-3B

LC-3B

LC-3B

LC-3B

LC-3B

LC-3B

LC-3C

LC-3C

LC-3C

LC-3C

LC-3C

LC-3C

LC-3C

5'- 6" 10

'-8

6'- 2 5

/8"

- 2'-2" BOR- 1'-10" BOR

- 1'-8" BOR

- 1'-11" BOR

- 1'-7" BOR

1'- 8 5

/8"

- 2'-2 1/4" BOR

- 2'-2 1/2" BOR

- 2'-1" BOR

- 2'-1" BOR

- 1'-6" BOR

6'-3 3/8"

4 1 /4"

- 2'-1" BOR

- 1'-11" BOR

1"

3 5/8"

'-3

5/ 8"

9'- 6 1

/2"

9'- 6 1

/2"

4"

3'-2 5/8"

4'- 1 5

/8"

4'- 1 5

/8"

'-2

1/ 2"

LC-3C

2'-1 5/8"

- 1'-10" BOR

- 1'-4" BOR

1'- 8"

1'- 8"

- 1'-9" BOR

- 1'-7" BOR

4'- 5 5

/8"

BO

R

- 1 '-9

BOR - 1'-7"

- 2'-0 1/4" BOR

- 2'-0 1/2" BOR

4'- 1"

- 2'-1" BOR

- 1'-7" BOR - 2'-0 1/2" BOR

2'-2 1/2"

4"

- 2'-1" BOR- 1'-10" BOR

8'- 2"

5"5"

BOR - 1'-10"

BOR - 1'-10"

BOR - 3'-9"

1 3 /8"

1'- 9" 3'-

6"

BO

R

- 1 '-1

1"

2'-1 5/8"

4"

2'-0"

4" 9'-

0"

LC-3B

3'- 4"

4"

5 1 /2"

2'-2 1/2"

BOR - 1'-9"

SOI

VIF

1 3 /8"

1'- 9"

1'-0"

0'-0" (14.75')

LEVEL 01

1' -4

1' -4

/4

12'-1 5/8"

10 1/4"

1'-0"

B

0'-0" (14.75')

LEVEL 01

6'-1" 3"

9"

/4

3"

/4

1'-0"

13'-3"

3'-7"

1/

4"

6'-4"

1' -4

1'-4"1' -4

3/

4"

0'-0" (14.75')

LEVEL 01

5'-5"

1'-0"

/4

1' -4

1/

4"

4"

8"

6'-6 1/2"

12'-10"

1' -0

/4

3" 1'

-4

2'-1 5/8"

1' -4

" 1'-4"

0'-0" (14.75')

LEVEL 01

5'-5"

4'-6"

VA

R

IE

S

1' -4

3"

/4

1' -4

2'-1 5/8" 1'-1 1/4"

3'-3 3/8"

0'-0" (14.75')

LEVEL 01

1' -4

" 10

/4

3"

1' -4

5'-5"

2'-1 5/8"

3'-3 3/8" 1'-1 1/4"

C

0'-0" (14.75')

LEVEL 013"

1' -4

3" 1'

-4

2'-4 1/2"

6'-11" 1'-0"

0'-0" (14.75')

LEVEL 01

1' -4

3"

7"

6" 8'-9"

1'-0"1'-0"

1'-6"

2'-2 1/2"

4"

6'-2 1/2"

4"

1' -6

1' -6

" 2'-0"

0'-0" (14.75')

LEVEL 013"

1' -6

8'-10 1/2" 5'-7" 1'-8 1/2" 8

1/ 2"

1' -6

1' -6

- 2'-2 1/2" BOR

1/

4"

1' -6

- 2'-2 1/4" BOR

0'-0" (14.75')

LEVEL 01

8'-9" 1'-8 1/2"

1/

2"

1' -6

"7"

TRENCH DRAIN

1' -6

- 2'-1" BOR

8'-9"

1' -6

0'-0" (14.75')

LEVEL 01

1' -6

8'-9"6"

7" 3"3"

13'-0"

1'-8 1/2"

1/

2" 1'

-6

7'-5 1/2"

1' -6

1' -6

2'-2 1/2"

4"

4"

0'-0" (14.75')

LEVEL 01

1' -4

5'-6" 8'-3"

6 5/8"

1/

2"

3/

4"

1'-8"

2'-2 3/8"

1' -4

1' -1

3/

4"

VIF

TOM AT DOOR =

- 1/4" TO - 1/2" FROM

FF. VERIFY WITH GC

1' -4

G F

0'-0" (14.75')

LEVEL 01

1' -4

6" VA

R

IE

S

1'-0" 1'-0"

5"5"

3"VA

R

IE

S

12'-1 5/8"

VARIES

2'-1 5/8" 4'-1 5/8"

1'-8 5/8"

1' -4

1' -4

0'-0" (14.75')

LEVEL 01

1'-2" 4'-6"

6'-11"

1' -4

6"

8'-0 5/8" 6 5/8"

4'-0 1/4"

6" 1'

-4

1' -4

6"

1/

2"

1'-4"1' -4

H

0'-0" (14.75')

LEVEL 01

2' -3

3'-6"

9"

6" 1'

-4

2' -3

1' -4

GRAVEL BASE

2'-1 5/8" 1'-9" 5'-7 5/8"

J

0'-0" (14.75')

LEVEL 017"

1' -8

2' -3

1'

-4

1/2" EXPANSION JOINT MATERIAL

5"

1' -4

10"

9"

GRAVEL BASE

H

0'-0" (14.75')

LEVEL 016"

2' -3

1'

-4

1'-6"9'-0"4'-0"

2'-2 1/2"

GRAVEL BASE

4 1/2"

2"

5"

6"

1'-9"

1' -6

1' -6

1/2"

1' -6

6"

H

0'-0" (14.75')

LEVEL 016"

1' -6

2' -3

1'

-4

GRAVEL BASE

4'-0"

5"

1' -4

2'-1 5/8" 1'-9" 1 3/8"

1' -6

6"

H

0'-0" (14.75')

LEVEL 016"

1' -4

2' -3

1'

-4

4'-0" 7 1/4"

2'-1 5/8" 1'-9" 1 3/8"

TOM AT DOOR =

- 1/4" TO - 1/2" FROM

FF. VERIFY WITH GC

0'-0" (14.75')

LEVEL 01

10 1/2" 1'-9"

2" 1'

-4

1' -4

12'-1 5/8"

2"

1'-3 1/8"

ROCK BASE - 4" OF CLEAN CRUSHED ROCK

LINE IN SECTION INDICATES PAD ELEVATION

LEGEND

ROCK BASE - 6" OF CLEAN CRUSHED ROCK

2" SAND AND VAPOR BARRIER (BY OTHERS)

ScaleO R

IG

IN

AL

S

H

EE

T

SI

ZE

2" x

0"

Checked By Drawn By Date Project Number

No. Description Date

ABBREVIATIONS:

DOWNTOWN LIBRARY

AND AFFORDABLE

HOUSING PROJECT

UNLESS NOTIFIED OTHERWISE

FTG

TYP.

TOW

TOS

TOM

TOC

SOG

EA

BOS

BOF

BOW

BOC

BOB

FOOTING

TYPICAL

TOP OF WALL

TOP OF SLAB

TOP OF MAT FOUNDATION

TOP OF CURB / COLUMN

SLAB ON GRADE

EACH

BOTTOM OF SLAB

BOTTOM OF FOOTING

BOTTOM OF WALL

BOTTOM OF COLUMN

BOTTOM OF BEAM

UNO.

SIM SIMILAR

AD AREA DRAIN

BOM BOTTOM OF MAT FOUNDATION

FOC FACE OF CONCRETE

O.C ON CENTRE

FD FLOOR DRAIN

TOTS TOP OF TOPPING SLAB

TOF TOP OF FOOTING

L1527 10/14/2025

TN

SSJ

As indicated

PAD ELEVATION PLAN

LC-3B

/1

4/

:4

PM

LI

NC

O

LN

S

TR

EE

T

SA

N

TA

C

R U

Z, C

AL

IF

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IA

N

Shop drawings prepared using

NOTES:

1. RED COLOR DIMENSION AND CLOUD NEED TO BE CONFIRMED.

PAD ELEVATION PLAN

SCALE: 1/8" = 1'

SCALE: 17SECTION

1/4"=1'

SCALE: 18SECTION

1/4"=1' SCALE: 19SECTION

1/4"=1'

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1/4"=1'

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1/4"=1'

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1/4"=1'

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1/4"=1' SCALE: 24SECTION

1/4"=1'

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1/4"=1'

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1/4"=1'

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1/4"=1'

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1/4"=1'

SCALE: 30SECTION

1/4"=1'

SCALE: 32SECTION

1/4"=1'

SCALE: 31SECTION

1/4"=1'

SCALE: 33SECTION

1/4"=1'

SCALE: 34SECTION

1/4"=1'

SCALE: 35SECTION

1/4"=1'

R0 09/22/2025For Approval

CONTROL POINT OF GRIDLINE

1 1

R1 10/14/2025Revised For Approval

Sheet No Title Date Revision File Type

PDF

S2.21 FOUNDATION PLAN

C5.0 GRADING & DRAINAGE PLAN

PDFA2.01 SLAB & CURB PLAN - LEVEL 01

PDFOVERALL - FLOOR PLAN - LEVEL 01A2.11

PDF

A110/01/2025 A110/01/2025 A110/01/2025 A110/01/2025

Class II AB

Sand by LCI, Vapor Barrier by others

DannyNguyenPham

2 2.1 3

0'-0" (14.75')

LEVEL 01

1'-0"

6" 6"

3/ 4"

5'-2 1/2" 8'-2 1/2"

14'-7"

2" 1' -2

1' -2

2" 10"

9'-6"

1"VA

R

IE

S

3"

6'-2" 1'-0"

RAMP UP

2'-1 5/8" 1 7/8"

- 1'-3" BOR

1' -4

- 1'-3 1/4" BOR

- 1'-2" BOR - 1'-2" BOR

1' -4

" 1'-4"

- 1'-6" BOR

INV 11.68'

14.03' BOTTOM OF

PLANTER TANK

1.5

NO EXCAVATION

BELOW THIS LINE

T.O.B 14.70'

2 2.1 3

0'-0" (14.75')

LEVEL 01

2" 1'-0"

5'-10 1/2" V.I.F

1" 2"

1' -6

RAMP TO LEVEL 2

8"8"

1' -4

- 1'-7" BOR 2'-2 1/2"

1 1/2"

2" 1' -6

" 1'-6"

1' -6

2"

G

0'-0" (14.75')

LEVEL 012"

1' -4

1'-0" 1'-0"

7'-5 1/4"

2"

1'-0"

1' -4

2"

1' -4

F E

0'-0" (14.75')

LEVEL 01

5" 10"

2" 1'

-4

1'-0" 8'-8"

1'-0" 4'-2"

1/

2"

3/

4"

4"

- 1'-9 3/4" BOR

- 1'-9 5/8" BOR

1'-0"

1' -6

4 5

0'-0" (14.75')

LEVEL 012"

0'-0" TOM

8" 8" 8" 8"

1' -6

1' -6

1' -6

- 1'-6" BOR - 1'-8" BOR

7 8

0'-0" (14.75')

LEVEL 01

1' -4

9'-0"6'-6"

1' -6

1'-0"

1'-4"VA

R

IE

S

8"

1' -4

1' -4

1' -4

1' -6

0'-0" (14.75')

LEVEL 01

1' -6

1' -6

1'-8"

1'-0"

13.58' BOTTOM OF

BIO RETENTION

INV 10.76'

1.5

NO EXCAVATION

BELOW THIS LINE

T.O.B 14.25'

1' -0

I H

0'-0" (14.75')

LEVEL 01

1'-0"1'-0" 1'-0"1'-0"

1' -4

1' -4

1' -4

1'-1" 8"

2"

6'-0" 10

0'-0" (14.75')

LEVEL 01

4'-0"4'-0"

2"

2'-1 5/8"

1' -4

1' -4

2" 2'-1 5/8"

2"

6'-1 5/8" 6'-1 5/8"

1' -4

F E

0'-0" (14.75')

LEVEL 014"

1'-0"1'-0"5"5"

2" 1'

-4

1' -6

1' -6

2'-2 1/2" 1'-2 1/2"4"2'-2 1/2"

2"

1'-9 1/2"

1' -6

"5"

F E

0'-0" (14.75')

LEVEL 014"

6"

5"5"

2" 1'

-4

2'-2 1/2"

1'-0"

1' -6

2'-2 1/2"

4"

6'-7 1/2"8"

3'-8 1/2"

7/ 8"

1' -6

1' -6

1'-6"

1'-9 1/2"

1'-2 1/2"

5"

4"

0'-0" (14.75')

LEVEL 014"5'-0"

1' -6

4" 5'-0"

1' -6

C.2

0'-0" (14.75')

LEVEL 011

1/ 4"

1' -6

4"VA

R

IE

S

1' -6

2'-2 1/2"

4"

7'-4"

9'-6 1/2"

4"

4"

4'-6"

2'-10"

2'-10"

10 11

0'-0" (14.75')

LEVEL 01

5'-9" 4'-2" 5'-0" 4'-2" 7'-11"

1" 1 3/

8"

1' -1

0"

1' -1

0"

1/

8"

4" 5 1/

4"

1' -6

4" CURBSLAB BEHIND

10 11

0'-0" (14.75')

LEVEL 01

1' -6

8"8" 8" 8"

1' -6

1' -6

3 4

0'-0" (14.75')

LEVEL 01

ROUGHEN JOINT RAMP DOWN

10"

1' -6

1' -6

2'-2 1/2" 1 1/2"1

2" 2' -6

8'-0"

1'-6"

1'-0"

0'-0" (14.75')

LEVEL 01

2' -3

1'

-4

1' -4

1'-2"

VERIFY

6"6"

2'-1 5/8"2'-3"

VERIFY

11 5/8"

A

1' -6

" 0'-0" (14.75')

LEVEL 01

1' -6

1'-0" 1'-0"

3' -6

VA

R

IE

S

PROVIDE 2 LAYERS OF

1/4" THICK MASONITE

3" Ø STYROFOAM 13

0'-0" (14.75')

LEVEL 01

1' -4

3"

7"

8'-9"

1'-0"1'-0"

1'-6"

2'-0"

1' -6

1' -6

2'-1 5/8"

1' -4

4"

7"

1 5/8"

C.2 C

0'-0" (14.75')

LEVEL 01VA

RI

ES

1' -6

VA

RI

ES

VA

RI

ES

1'

-6

2'-2 1/2"

4"

7'-4"

9'-6 1/2"

4"

4"VA

RI

ES 6"

4'-0"

4"

8" 1'-8"

1'-8" 2'-1 5/8"

1'-0 1/4"

/4

1' -4

4'-5 5/8"

ScaleO R

IG

IN

AL

S

H

EE

T

SI

ZE

2" x

0"

Checked By Drawn By Date Project Number

No. Description Date

ABBREVIATIONS:

DOWNTOWN LIBRARY

AND AFFORDABLE

HOUSING PROJECT

UNLESS NOTIFIED OTHERWISE

FTG

TYP.

TOW

TOS

TOM

TOC

SOG

EA

BOS

BOF

BOW

BOC

BOB

FOOTING

TYPICAL

TOP OF WALL

TOP OF SLAB

TOP OF MAT FOUNDATION

TOP OF CURB / COLUMN

SLAB ON GRADE

EACH

BOTTOM OF SLAB

BOTTOM OF FOOTING

BOTTOM OF WALL

BOTTOM OF COLUMN

BOTTOM OF BEAM

UNO.

SIM SIMILAR

AD AREA DRAIN

BOM BOTTOM OF MAT FOUNDATION

FOC FACE OF CONCRETE

O.C ON CENTRE

FD FLOOR DRAIN

TOTS TOP OF TOPPING SLAB

TOF TOP OF FOOTING

L1527 10/14/2025

TN

SSJ

As indicated

PAD ELEVATION PLAN

LC-3C

/1

4/

:4

PM

LI

NC

O

LN

S

TR

EE

T

SA

N

TA

C

R U

Z, C

AL

IF

O R

N

IA

R0 09/22/2025For Approval

SCALE: 1SECTION

1/4"=1' SCALE: 2SECTION

1/4"=1'

SCALE: 11SECTION

1/4"=1' SCALE: 12SECTION

1/4"=1'

SCALE: 13SECTION

1/4"=1'

SCALE: 15SECTION

1/4"=1'

SCALE: 36SECTION

1/4"=1'

SCALE: 37SECTION

1/4"=1' SCALE: 38SECTION

1/4"=1'

SCALE: 39SECTION

1/4"=1' SCALE: 40SECTION

1/4"=1' SCALE: 41SECTION

1/4"=1'

SCALE: 42SECTION

1/4"=1'

SCALE: 43SECTION

1/4"=1' SCALE: 44SECTION

1/4"=1' SCALE: 45SECTION

1/4"=1'

SCALE: 46SECTION

1/4"=1'

SCALE: 47SECTION

1/4"=1'

1 1

1 1 1

1 1 1

R1 10/14/2025Revised For Approval

SCALE: 49SECTION

1/4"=1' 1

SCALE: 48SECTION

1/4"=1'

Sheet No Title Date Revision File Type

PDF

S2.21 FOUNDATION PLAN

C5.0 GRADING & DRAINAGE PLAN

PDFA2.01 SLAB & CURB PLAN - LEVEL 01

PDFOVERALL - FLOOR PLAN - LEVEL 01A2.11

PDF

A110/01/2025 A110/01/2025 A110/01/2025 A110/01/2025

DannyNguyenPham