VIew Attachment A2 — Oakland City Council, September 19, 2023

Job Number:

Date:

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Head-Royce School 214043
Job Number:

Date:

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Drawing Number:

Head-Royce School 214043
COMBINED PHASES I & II FINAL DEVELOPMENT PLAN FINAL DEVELOPMENT PLAN 10/20/21 01/28/2022 FDP-A0.00 FDP-A.00 N/A
Attachment A-2
Job Number:

Date:

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Drawing Number:

Head-Royce School 214043

PROJECT SUMMARY
ADDRESS 4315 LINCOLN AVE. OAKLAND, CA
ZONING RD-1
BUILDING CODE 2019 CALIFORNIA BUILDING CODE

OCCUPANCY GROUPS
BUILDING 0 E, A, S
BUILDING 1 E, B, S
BUILDING 2 E, S

CONSTRUCTION TYPES
BUILDING 0 TYPE V-B
BUILDING 1 TYPE V-B
BUILDING 2 TYPE V-B

PARKING
STANDARD STALLS 84
COMPACT STALLS 31
ACCESSIBLE STALLS 5
ACCESSIBLE EV STALL 2
EV STALLS 5
CLEAN AIR/VAN POOL/EV STALL 11
TOTAL STALLS 138
BICYCLE PARKING 25 REQUIRED. 40 PROVIDED.

FLOOR AREA CALCULATIONS
BUILDING 0 6,150
BUILDING 1 7,150
BUILDING 2 7,200
TOTAL 20,500

SHEET INDEX PROJECT DESCRIPTION
The Project proposes to integrate the existing Head-Royce School, or “North Campus,” with a new “South Campus” and to create a unified 22-acre K-12 school.

The Project Phases I + II propose maintenance of an at-grade crossing; an internal pick-up and drop-of road; the rehabilitation or reuse of four existing buildings, three of which retain historical character-defining features; demolition of eight non-historic structures and the addition of 9 spaces to total 138 on-site parking spaces on the Head-Royce South Campus.

The South Campus would be shared by all of the School’s student divisions (Lower, Middle, and Upper) and would not be exclusively devoted to any one division.

The South Campus of Head-Royce is proposed as a learning resource for the students and a park-like setting. Having a site like this enables landscape restoration and promotes a healthy Californian ecosystem. The site has been reshaped to accommodate, but also promote, the value of this native environment by making students aware of and evolve with spaces designed around oak groves, natural hydrology, and native vegetation.

PROJECT DIRECTORY

OWNER HEAD-ROYCE SCHOOL
4315 LINCOLN AVE. OAKLAND, CA 94602

ARCHITECT SOM

ONE MARITIME PLAZA
SAN FRANCISCO, CA 94111

CIVIL ENGINEER SHERWOOD DESIGN ENGINEERS
58 MAIDEN LANE, THIRD FLOOR

SAN FRANCISCO, CA

LANDSCAPE TLS LANDSCAPE ARCHITECTURE
1015 CAMELIA STREET

BERKELEY, CA
MEP ENGINEER ENVIRONMENTAL SYSTEMS DESIGN, INC.
90 NEW MONTGOMERY STREET, SUITE 1420

SAN FRANCISCO, CA

LIGHTING PRITCHARD PECK LIGHTING
389 CLEMENTINA STREET

SAN FRANCISCO, CA

ACOUSTICS SALTER
60 SOUTH MARKET STREET, SUITE 480

SAN JOSE, CA

HISTORIC PRESERVATION PAGE & TURNBULL
170 MAIDEN LANE, 5TH FLOOR

SAN FRANCISCO, CA
PROJECT SUMMARY / SHEET LIST FDP-A0.01
SHEET # SHEET NAME
FDP-A0.00 COVER SHEET
FDP-A0.01 PROJECT SUMMARY/SHEET LIST
FDP-A0.02 SITE PHOTOGRAPHS - KEY PLAN
FDP-A0.03 SITE PHOTOGRAPHS - EXISTING BUILDINGS
FDP-A0.04 SITE PHOTOGRAPHS - NEIGHBORING BUILDINGS
FDP-L0.01 LANDSCAPE DESIGN - ILLUSTRATIVE PLAN
FDP-L0.02 LANDSCAPE DESIGN - FENCING
FDP-L0.03 LANDSCAPE DESIGN - PLANTING
FDP-L0.04 LANDSCAPE DESIGN - HARDSCAPE
FDP-A1.13 SITE LIGHTING
FDP-L6.01 LANDSCAPE DESIGN - OUTDOOR SPACES I
FDP-L6.02 LANDSCAPE DESIGN - OUTDOOR SPACES II
FDP-L6.03 LANDSCAPE DESIGN - OUTDOOR SPACES III
FDP-L6.04 LANDSCAPE DESIGN - OUTDOOR SPACES IV
FDP-L6.05 LANDSCAPE DESIGN - OUTDOOR SPACES V
FDP-A0.10 MATERIAL PALETTE - ARCHITECTURE
FDP-GR.0.01 WAYFINDING SIGNAGE - GENERAL NOTES
FDP-GR.2.01 WAYFINDING SIGNAGE - SITE PLAN
FDP-GR.2.02 WAYFINDING SIGNAGE - SITE PLAN ENLARGED
FDP-GR.8.01 WAYFINDING SIGNAGE - DETAILS I
FDP-GR.8.02 WAYFINDING SIGNAGE - DETAIL II
FDP-00-A2.01 BUILDING 0 - LEVEL 1
FDP-00-A5.01 BUILDING 0 - EAST + WEST ELEVATIONS
FDP-00-A5.02 BUILDING 0 - NORTH + SOUTH ELEVATIONS
FDP-01-A2.01 BUILDING 1 - LEVEL 1
FDP-01-A2.02 BUILDING 1 - LEVEL 2
FDP-01-A5.01 BUILDING 1 - EAST + WEST ELEVATIONS
FDP-01.A5.02 BUILDING 1 - NORTH + SOUTH ELEVATIONS
FDP-02-A2.01 BUILDING 2 - LEVEL 1
FDP-02-A2.02 BUILDING 2 - LEVEL 2
FDP-02-A5.01 BUILDING 2 - EAST + WEST ELEVATIONS
FDP-02-A5.02 BUILDING 2 - NORTH + SOUTH ELEVATIONS
FDP-L3.01 SITE SECTIONS

LARGE FORMAT SHEETS
A0.10 ASSESSOR’S PARCEL MAPS
A0.11 TOPOGRAPHIC SURVEY
A0.12 TOPOGRAPHIC SURVEY
A0.D.00 BUILDING 0 - SELECTIVE DEMO PLANS
A0.D.01 BUILDING 0 - SELECTIVE DEMO ELEVATIONS
A0.D.10 BUILDING 1 - SELECTIVE DEMO PLANS
A0.D.11 BUILDING 1 - SELECTIVE DEMO ELEVATIONS
A0.D.20 BUILDING 2 - SELECTIVE DEMO PLANS
A0.D.21 BUILDING 2 - SELECTIVE DEMO ELEVATIONS
A1.00 EXISTING SITE PLAN
A1.10 SITE PLAN - PHASE I + II
A1.13 SITE LIGHTING PLAN
00-A2.00 BUILDING 0 - FLOOR PLAN - BASEMENT
01-A2.00 BUILDING 1 - FLOOR PLAN - BASEMENT
02-A2.00 BUILDING 2 - FLOOR PLAN - BASEMENT
A8.00 EXTERIOR WINDOW AND DOOR SCHEDULES
C0.00 COVER SHEET
C0.01 GENERAL NOTES
C0.11 EROSION CONTROL PLAN
C0.12 EROSION CONTROL PLAN
C0.21 STORMWATER MANAGEMENT PLAN
C0.22 STORMWATER MANAGEMENT PLAN
C0.23 STORMWATER MANAGEMENT PLAN
C2.01 SITE IMPROVEMENT PLAN
C2.02 SITE IMPROVEMENT PLAN
C4.00 GRADING PLAN OVERALL SHEET
C7.00 DETAILS
C7.01 DETAILS
C7.02 DETAILS
C7.03 DETAILS
C7.04 DETAILS
L0.00 LANDSCAPE SHEET INDEX, NOTES, LEGENDS, SYMBOLS,

ABBREVIATIONS
L0.10 LANDSCAPE ILLUSTRATIVE PLAN
L0.20 SHEET KEY PLAN
L0.601 ARBORIST TREE ASSESSMENT
L0.602 ARBORIST TREE ASSESSMENT
L0.603 ARBORIST TREE ASSESSMENT
L0.604 TREE PROTECTION, REMOVAL, AND TRANSPLANT - SCHEDULE

AND NOTES A
L0.605 TREE PROTECTION, REMOVAL, AND TRANSPLANT - SCHEDULE

AND NOTES B
L0.61 TREE PROTECTION, REMOVAL, AND TRANSPLANT PLAN AREA 1 L0.62 TREE PROTECTION, REMOVAL, AND TRANSPLANT PLAN AREA 2 L1.1.01 LAYOUT PLAN AREA 01
L1.1.02 LAYOUT PLAN AREA 02
L1.2.00 MATERIAL SCHEDULE
L1.2.01 MATERIAL PLAN AREA 01
L1.2.02 MATERIAL PLAN AREA 02
L1.6.00 PLANTING SCHEDULE
L1.6.01 PLANTING PLAN AREA 01
L1.6.02 PLANTING PLAN AREA 02
L1.7.00 IRRIGATION NOTES AND LEGEND
L1.7.01 IRRIGATION PLAN AREA 1
L1.7.02 IRRIGATION PLAN AREA 2
GR.2.01 OVERALL SITE PLAN - GRAPHICS
GR.2.02 ENLARGED SITE PLAN - GRAPHICS
N/A
01/28/2022
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Head-Royce School 214043
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7 COMPACT

COMPACT

COMPACT COMPACT
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OTS

SCHOOL GNI X
12" RDW
441'
12" RDW
441'
BUILDING 0
BUILDING 1 BUILDING 2
LINCOLN AVE.

LINNET AVE. CHARL
E
STO
N ST
.

NOTE: REFER TO CIVIL DRAWINGS FOR

SITE DEMOLITION, GRADING AND
UTILITIES; REFER TO LANDSCAPE

DRAWINGS FOR SITE MATERIALS AND

FURNISHINGS
BUILDING 9

INTERIOR

IMPROVEMENTS ONLY
131
PARKING SPACES 7

PARKING SPACES
LAGUNA AVE.

42.45% 42.45%

42.45% 42.45%
3 8.3
7 %
3 8.4
%
24 9. 3%
26 7. 7%
92'-6"
40'-3"
92'-6"
40'-3"
10'-3" 80'-7"
9 2'-3
"
2-STORY

RESIDENCE
2-STORY

RESIDENCE
1-STORY

RESIDENCE
2-STORY
RESIDENCE 1-STORY

RESIDENCE
2-STORY
RESIDENCE 1-STORY
RESIDENCE 1-STORY
RESIDENCE 1-STORY

RESIDENCE
1-STORY
RESIDENCE 1-STORY
RESIDENCE 1-STORY

RESIDENCE
1-STORY

RESIDENCE
2-STORY

RESIDENCE
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E
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3" VTR 3" VTR
3" VTR
16" MECH 16" MECH
16" MECH
G: 414
G: 410
G: 412.8
G: 410.5
G: 412
G: 411
G: 411
G: 410
G: 404.8 G: 402.2
G: 399.7
G: 400
G: 399
Project No.:

Drawn By:

Checked By:

Scale:

Sheet No.:

Sheet Name:

Seal & Signature:

Key Plan:

Civil Engineer:

Issued For:

Architect:

HEAD-ROYCE SCHOOL

SKIDMORE, OWINGS & MERRILL

ONE MARITIME PLAZA
SAN FRNCISCO, CA 94111
Sherwood Design Engineers
58 Maiden Lane, Third Floor
San Francisco, CA
Landscape:

TLS Landscape Architecture
1015 Camelia Street
Berkeley, CA
MEP Engineer:

Environmental Systems Design, Inc.
90 New Montgomery Street, Suite 1420
San Francisco, CA
Lighting:

Pritchard Peck Lighting
389 Clementina Street
San Francisco, CA
Acoustics:

Salter
60 South Market Street, Suite 480
San Jose, CA
Historic:

Page & Turnbull
170 Maiden Lane, 5th Floor
San Francisco, CA
12/30/2021 3:06:12 PM
1/32" = 1'-0"
Author
Checker
214043

SITE PLAN -
PHASE I + II
A1.10
4315 Lincoln Ave
Oakland, CA 94602
No.: Description: Date:
100% SCHEMATIC DESIGN 2020-12-18
100% DESIGN DEVELOPMENT 2021-07-16
50% CONSTRUCTION

DOCUMENTS
2022-XX-XX
SCALE: 1/32" = 1'-0"
SITE PLAN_FDP 01
N1
N2
N3
N4
N5
N6
N8
N9
N10
N11
N12
N13
N14
N15
N16 N17 N18
1-3 2-3
0-1 0-3
1-1 2-1
N7
1-4 2-4
1-2 2-2
0-2
0-4
SITE PHOTOGRAPHS - KEY PLAN FDP-A0.02
NTS
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
0-1 / BUILDING 0 - NORTH BUILDING 0 - NORTH 0-2 / BUILDING 0 - WEST 0-3 / BUILDING 0 - SOUTH 0-4 / BUILDING 0 - EAST 1-1 / BUILDING 1 - NORTH 1-2 / BUILDING 1 - WEST 1-3 / BUILDING 1 - SOUTH 1-4 / BUILDING 1 - EAST 2-1 / BUILDING 2 - NORTH 2-2 / BUILDING 2 - WEST 2-3 / BUILDING 2 - SOUTH 2-4 / BUILDING 2 - EAST SITE PHOTOGRAPHS - EXISTING BUILDINGS FDP-A0.03
N/A
01/28/2022
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Date:

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Head-Royce School 214043
N1 / HEAD-ROYCE SCHOOL N2 / 4232 LINCOLN AVE. N3 / 21, 27 ALIDA CT. N4 / 26, 20 ALIDA CT. N5 / 4229 LINNET AVE. N6 / 4230 LINNET AVE.

N7 / 4207 LAGUNA AVE. N8 / 4221 LAGUNA AVE. N9 / 4229 LAGUNA AVE. N10 / 4235 LAGUNA AVE. N11 / 4243 LAGUNA AVE. N12 / 4253 LAGUNA AVE.

N13 / 4259 LAGUNA AVE. N14 / 2587 CHARLESTON ST. N15 / 2575 CHARLESTON ST. N16 / 2550 CHARLESTON ST. N17 / 2 CAMELLIA PL. N18 / 1 CAMELLIA PL.

SITE PHOTOGRAPHS - NEIGHBORING BUILDINGS FDP-A0.04
N/A
01/28/2022
Job Number:

Date:

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Head-Royce School 214043
LANDSCAPE DESIGN - ILLUSTRATIVE PLAN FDP-L0.01
NTS

LANDSCAPE DESIGN

ILLUSTRATIVE PLAN
1 2
3 4
6 7
5 8
9 10
11 12
12 13
13 14
14 15
16 17
17 17
17 17
9 9
9 HEAD-ROYCE

NORTH CAMPUS
BLDG. 0
BLDG. 1 BLDG. 2
BLDG. 9

LINCOLN AVENUE
CHARLESTON ST.

LINNET AVE.

LEGEND

1. The Commons

2. Seat Steps

3. Oak Garden Classroom

4. Meadow Classroom

5. ADA Trail

6. Forest Clearing Classroom

7. Teaching Garden

8. Playfield

9. Loop Road

10. Lower Drop Off

11. Upper Drop Off

12. Parking

13. Vehicular Access

14. Pedestrian Access

15. Boardwalk Ramp

16. Labyrinth

17. Existing Tree Grove

18. Bicycle Parking
Existing tree
Proposed tree
Bioretention Areas
Accoustic Fence
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
LANDSCAPE DESIGN - FENCING FDP-L0.02
N/A

LANDSCAPE DESIGN

FENCE TYPOLOGIES

1. ACOUSTIC BOARD ON BOARD WOODEN FENCE FOR

SITE PERIMETER

2. METAL SLAT FENCE FOR ACCESS ALONG LINCOLN
AVENUE

3. POST AND ROPE FENCE ALONG PLANTED TRAILS 4. CHAIN LINK FENCE AROUND PLAYFIELD

KEY PLAN
01/28/2022
Job Number:

Date:

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Drawing Number:

Head-Royce School 214043
LANDSCAPE DESIGN - PLANTING FDP-L0.03
N/A

LANDSCAPE DESIGN

PLANTING PALETTE

A NATIVE PALETTE

EXISTING PROTECTED TREES
One of the most important goals of this project is to preserve and promote native Californian ecology through planting design. Species in all plant groups have been selected for low water use, and because they are native to Oakland and add to the existing palette of oaks and redwoods on the site.

The site is filled with mature Coast
live Oaks, Cedars, and Redwoods. All
the protected trees are preserved in
place or transplanted where site work
could impact the health.

NOTE: REFER TO SHEET L1.6.01-02 FOR QUANTITIES AND PLANTING PLANS 01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
LANDSCAPE DESIGN - HARDSCAPE FDP-L0.04
N/A

LANDSCAPE DESIGN

HARDSCAPE PALETTE

CIP CONCRETE, SAWCUT, SANDBLAST PEA GRAVEL BOULDERS MILLED SEATING LOGS ASPHALT

HYDROSEED AND MULCH FOR RESTORED
SLOPES

WESTERN RED CEDAR-DECKING STABILIZED DG SALVAGED STUMPS/SEATING LOGS STONE FOR LABYRINTH All the materials chosen for this project are locally sourced, reduce urban heat island, and maximize impervious surface in the site design for recharging groundwater and to reduce pressure on stormwater runoff. All the stormwater is treated naturally on site in stormwater retention basins. NOTE: REFER TO SHEET L1.2.01-02 FOR QUANTITIES AND MATERIAL PLANS 01/28/2022
Job Number:

Date:

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Head-Royce School 214043
SITE LIGHTING FDP-A1.13
NTS
E1

ROADWAY POLE
E2

PEDESTRIAN POLE
E3 / E6

BOLLARDS
E4
HANDRAIL LIGHT E1
E2
E5

BOARDWALK LIGHT
E7

FEATURE TREE LIGHTING
E10

MAIN SIGNAGE LIGHTING
E11

PARKING SIGNAGE LIGHTING
E9

ENTRY GATE / TRELLIS LIGHTING
E3
E6
E4
E5
E7
E9
E10
E11
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
LANDSCAPE DESIGN - OUTDOOR SPACES I FDP-L6.01
N/A

LANDSCAPE DESIGN

OUTDOOR SPACES

1. SOFT PATIO 2. TEACHING GARDEN
The Soft patio provides outdoor study space set
between Oak Trees with a gravel pad, and boulders/logs
for seating.

A small space is segregated for students to learn and
harvest edible plants in a sustainable environment.

KEY PLAN

WEATHER MONITORING ECOLOGICAL INTERACTIVE SIGNAGE HYDROLOGY LEARNING STORMWATER PLANTING MEADOW PLANTING +

SALVAGED TIMBER LOGS
FOLDING CHALKBOARD GRAVEL SURFACE + 24” BOX TREES

MILLED TIMBER SEATING
GRANITECRETE SURFACE +

BOULDER SEATING

GALVANIZED PIPE
SCAFFOLDING +

TIMBER BENCH
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
2 1
LANDSCAPE DESIGN - OUTDOOR SPACES II FDP-L6.02
N/A

1. THE COMMONS

KEY PLAN

LANDSCAPE DESIGN

OUTDOOR SPACES

2. LOG GARDEN
A multipurpose space with seating steps anchors the
whole project with a flat open space and an existing oak tree.

An outdoor classroom designed with native grasses and
seating logs allows for a larger gathering of 20-25 students. 01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
1 2
LANDSCAPE DESIGN - OUTDOOR SPACES III FDP-L6.03
N/A

1. SOFT PATIO

KEY PLAN

LANDSCAPE DESIGN

OUTDOOR SPACES

2. TEACHING GARDEN
The Soft patio provides outdoor study space set between Oak Trees with a gravel pad, and boulders/logs for seating.

A small space is segregated for students to learn and
harvest edible plants in a sustainable environment.
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
1 2
LANDSCAPE DESIGN - OUTDOOR SPACES IV FDP-L6.04
N/A

1.SOFT PATIO

KEY PLAN

LANDSCAPE DESIGN

OUTDOOR SPACES

2. BOULDER GARDEN
The Soft patio provides outdoor study space set between Oak Trees with a gravel pad, and boulders/logs for seating. This view is seen from Building 1 east entry.

An outdoor space designed with boulders and native
Buckeye trees to provide seating for outdoor learning.
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
1 2
LANDSCAPE DESIGN - OUTDOOR SPACES V FDP-L6.05
N/A

1. LABYRINTH

KEY PLAN

LANDSCAPE DESIGN

OUTDOOR SPACES

2. WATER GARDEN
An outdoor labyrinth provides views across the campus
and acts as a meditation space for students.

A shaded grove under the existing oak trees is perennially activated by stormwater where students can learn about site topography and water flows. 01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043

MATERIAL PALETTE

CLAY ROOF TILE STUCCO EXTERIOR WALL

OFF-WHITE

TYPICAL STEEL WINDOW

DARK BROWN
PAINTED METAL RAILINGS + WOOD TRIM

DARK BROWN
MATERIAL PALETTE - ARCHITECTURE FDP-A0.10
N/A
DE1

LARGE HANGING LANTERN
DE2/3

WALL-MOUNTED LANTERN
E8

WALL LUMINAIRE

EXTERIOR BUILDING-MOUNTED LIGHTING
E9A

BEAM MOUNTED DOWLIGHT
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
WAYFINDING SIGNAGE - GENERAL NOTES FDP-GR.0.01
N/A
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
WAYFINDING SIGNAGE I 10/20/21 FDP-A.16
NTS

GENERAL NOTES

GENERAL NOTES COLOR SCHEDULE

MATERIAL SCHEDULE

COLOR SWATCH DESCRIPTION PMS TO MATCH
C01 White TBD
MAT. NO. SWATCH DESCRIPTION SPECIFICATION
MTL01 Aluminum TBD
C02 Dark Green PMS 3308 CP
C03 Light Green PMS 5477 CP
WD01 Wood TBD

PICTOGRAMS

HANDICAPPED

ACCESSIBLE

ARROW ARROW ARROW ARROW

1. Sign Message Schedule
Typical layouts shown in drawing package, all messages in layouts are for scale information only. Refer to message schedule for all sign content.

2. Provide all work and materials in accordance with the latest rules and regulations of all applicable federal, state, and local codes, laws and statutes.

3. All Design Documents are complementary, and what is called for by any will be as binding as if called for by all. Any work shown or referred to on any Design Documents shall be provided as though on all related documents.

4. The fabricator shall be responsible for correction of work at his/her own expense for work installed in conflict with the Design Documents.

5. The General Contractor shall be responsible for the development, coordination and execution of construction methods and procedures including coordination with other disciplines such as electrical and structural where required.

6. Fabricator / contractor shall not scale drawings. All dimensions are to be field verified prior to laying out new work.

7. Paint: Where paint finish is indicated, all visible surfaces on sign panels, sign components, and mounts to be painted, including all reveals and back surfaces of panels.

8. Signage Fabricator is responsible for technical design of all signs including structural engineering and interface with other construction.

9. Signage Fabricator is responsible for all layout documents UON. Artwork and templates to be provided only where noted.

10. For each sign, all copy, symbols, and sign plates are to be the same sheen.

Sheen to be satin, unless otherwise noted.

TYPEFACES
ARCHER — MEDIUM

ABCDEFGHIJKLMNOPQRSTUVWXYZ
abcde fghijklmnopq rs tuvwxyz
1234567890
CHARACTER WIDTH : HEIGHT RATIO
110%
MAX
60%
MIN
STROKE WIDTH : HEIGHT RATIO
20%
MAX
10%
MIN
STROKE WIDTH : HEIGHT RATIO
20%
MAX
10%
MIN
PROXIMA NOVA — MEDIUM

ABCDEFGHIJKLMNOPQRSTUVWXYZ
abcdefghijklmnopq rs tuvwxyz
1234567890
CHARACTER WIDTH : HEIGHT RATIO
110%
MAX
60%
MIN

VISUAL CHARACTER REQUIREMENTS
O
O I

I VISUAL CHARACTER REQUIREMENTS

HANDICAPPED

ACCESSIBLE

ARROW ARROW ARROW ARROW
DRAWING NO. DRAWING NAME

TYPE A INTERIOR SIGNS
GR.0.01 General Notes
GR.2.01 Overall Site Plan
GR.2.02 Enlarged Site Plan
GR.5.01 Exterior Elevations

SHEET INDEX
GR.5.02
GR.8.01 Exterior Sign Details
GR.8.02 Exterior Sign Details
GR.8.03 Exterior Sign Details
Exterior Elevations

TYPE DESCRIPTION

EXTERIOR

ELEVATION DETAIL COMMENT

Date:

Scale:

Drawing Number:

Head-Royce School 214043
WAYFINDING SIGNAGE - SITE PLAN FDP-GR2.01
Job Number: NTS
Date:

Scale:

Drawing Number:

Head-Royce School 214043
WAYFINDING SIGNAGE I 10/20/21 FDP-A.16
NTS

OVERALL SITE PLAN








 





















 



  

  
 
 
 
 
 
 
  


  
  
  
    
    
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
                               





 
 











  


  


  


  


  


  


  


  


  


  


  


 
    
 

 
 
 


 
 


   

 










  

 

   
 


 
 


 
 


 
 



  


  
 
 






 
 
  
 

  
 
SITE PLAN 01 SCALE: 1/32"= 1'-0"
GR.2.02
02 E02.1
SITE
E03.1
SITE
E03.3
SITE
E03.2
SITE
E04.1
SITE
E05.1
SITE A
B
E05.3
SITE E05.2
SITE

TYPE DESCRIPTION

EXTERIOR

Date:

Scale:

Drawing Number:

Head-Royce School 214043
WAYFINDING SIGNAGE - ENLARGED SITE PLAN FDP-GR2.02
Job Number: NTS
Date:

Scale:

Drawing Number:

Head-Royce School 214043
WAYFINDING SIGNAGE I 10/20/21 FDP-A.16
NTS

ENLARGED SITE PLAN

TYPE DESCRIPTION

EXTERIOR

SIGN TYPE LEGEND
E01 South Campus Gateway Sign
E06 Building Identification / Freestanding
E07 Building Identification / Wall-mounted
E08 Building Identification / Dimensional Letters
E02 Vehicular Entrance Sign at Loop Road Entrance
E03 Vehicular Directionals
E04 Orientation Map
E05 Pedestrian and Accessible Path Directionals




 
 
  


  
  
















 


 


 
ENLARGED SITE PLAN 02 SCALE: NTS
E01.1
SITE
E03.6
SITE
E03.5
SITE
E03.4
SITE
E04.2
SITE
E04.3
SITE
E05.7
SITE
E05.8
SITE
E05.4
SITE
E05.6
SITE
E05.5
SITE A
B
E06.1
SITE
E06.2
SITE E06.3
SITE
E08.1
SITE
E07.1
SITE
E07.2
SITE
NOTE: REFER TO SHEET GR.2.02 FOR LARGE FORMAT
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
WAYFINDING SIGNAGE - DETAILS I FDP-GR.8.01
NTS Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
WAYFINDING SIGNAGE I 10/20/21 FDP-A.16
NTS
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
WAYFINDING SIGNAGE - DETAILS II FDP-GR.8.02
NTS
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
WAYFINDING SIGNAGE II 10/21/21 FDP-A.17
NTS
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
OFFICE

STORAGE STORAGE

TERRACE
(N) WOOD TRELLIS ABOVE
(N)

WHEELCHAIR
LIFT
(N) WHEELCHAIR LIFT
(N) CONDENSING UNIT

KITCHENETTE

COMMUNITY HUB
(N) OPERABLE GATE AT

CONDENSER ACCESS

TOILET ROOM

TOILET ROOM
(N) EXTERIOR CEMENT PLASTER WALL ON EXTERIOR

GYPSUM SHEATHING, REFER TO HISTORIC FOR

PLASTER NOTES AND DETAILS
(E) SKYLIGHT
ABOVE
(E) SKYLIGHT
ABOVE
91'-8"
87'-11"
12'-5"
24'-1"
34'-11"
45'-10"
14'-5"
SM. CONFERENCE HUDDLE #1 HUDDLE #2 STUDY
11'-9" EQ. EQ. 23'-10"
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043 1" = 10'-0"
BUILDING 0 - LEVEL 1 BUILDING 0 - LEVEL 1 10/20/21 FDP-00-A2.01 FDP-C.00.01 1” = 10’
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
BLDG 0 - ROOF
+5' - 4"
BLDG 0 - LEVEL 1
-10' - 11 1/4"
(N) FROSTED GLASS FOR

PRIVACY AT TOILET ROOMS
(E) TERRACOTTA TILE
(E) STUCCO, OFF-WHITE
(N) WOOD SHUTTER, BROWN
91'-10"
(N) FIXTURE
BLDG 0 - T.O.R
+13' - 7"
(E) STEEL WINDOWS, TYP.
(E) TERRACOTTA PAVING TILES
(N) INFILL AND STUCCO PATCH, TYP.
(N) WOOD SHUTTERS TO MATCH (E)
(N) STEEL WINDOW TO MATCH (E)
BLDG 0 - ROOF
+5' - 4"
BLDG 0 - LEVEL 1
-10' - 11 1/4"
(E) SKYLIGHT
(N) WHEELCHAIR LIFT
(N) CONDENSING UNIT

ENCLOSURE
(N) WOOD TRELLIS
(E) TERRACOTTA TILE
(E) STUCCO, OFF-WHITE
(N) WOOD DOOR, BROWN
(N) FIXTURE
91'-10"
(E) TERRACOTTA TILE
(E) METAIL RAIL, BROWN
(E) TERRACOTTA VENT
(N) WOOD STAIR
(N) METAL HANDRAIL
BLDG 0 - T.O.R
+13' - 7"
(E) WOOD WINDOW
(E) TERRACOTTA COPING TILES
(N) WOOD SHUTTER, BROWN
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043 1" = 10'-0"
BUILDING 0 - EAST+ WEST ELEVATION 01/14/2022 FDP-B.00.00 NTS
BUILDING 0 - EAST + WEST ELEVATION FDP-00-A5.01
1” = 10’
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
BLDG 0 - ROOF
+5' - 4"
BLDG 0 - LEVEL 1
-10' - 11 1/4"
79'-10"
(E) TERRACOTTA TILE
(E) STUCCO, OFF-WHITE
(N) WOOD DOOR, BROWN
(N) FIXTURE
(N) WOOD SHUTTER, BROWN
(E) WOOD FRIEZE, BROWN
BLDG 0 - T.O.R
+13' - 7"
(N) 1/2" LAMINATED GLAZING IN (E) STEEL FRAMES
(N) WOOD GRILLE TO

MATCH ORIGINAL
BLDG 0 - ROOF
+5' - 4"
BLDG 0 - LEVEL 1
-10' - 11 1/4"
(N) WOOD TRELLIS
(N) EXTERIOR CEMENT PLASTER WALL

ON EXTERIOR GYPSUM SHEATHING
(N) FROSTED GLASS FOR PRIVACY AT

TOILET ROOMS
(N) OPERABLE GATE AT

CONDENSOR ACCESS
79'-10"
(E) TERRACOTTA TILE
(E) STUCCO, OFF-WHITE
(N) STEEL DOOR, BROWN
(E) WOOD FRIEZE, BROWN
(N) WOOD STAIRS
(E) TERRACOTTA TILE
BLDG 0 - T.O.R
+13' - 7"
(N) FIXTURE
11'-0"
(N) WOOD GRILLE TO

MATCH ORIGINAL
(N) WOOD DOOR, BROWN
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043 1" = 10'-0"
BUILDING 0 - NORTH + SOUTH ELEVATIONS 01/14/2022 FDP-B.00.01 NTS
BUILDING 0 - NORTH + SOUTH ELEVATION FDP-00-A5.02
1” = 10’
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
ADM. OFFICE

PANTRY / HUDDLE
HUDDLE #1 HUDDLE #2

CONFERENCE ROOM

HEAD'S RECEPTION

HEAD'S OFFICE

ADMISSIONS
8'-4" 10'-4" 20'-4"
EQ.

PANTRY

8.33% 8.33%
ELEC/STG.
8'-0"
13'-10" 4'-11"
42'-3"
18'-9"
EQ.
(N) DRINKING FOUNTAIN/

BOTTLE FILLER
(N) RAMP AND LANDING. CONCRETE WITH

TERRACOTTA TILE TO MATCH EXISTING
91'-10"
35'-7"
91'-10"
31'-9" 60'-1"
29'-4"
19'-6"
10'-11" 11'-6"

CONDENSING
UNITS
ADM. OFFICE
ADM. OFFICE
ADM. OFFICE
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043 1" = 10'-0"
BUILDING 1 - LEVEL 1 BUILDING 1 - LEVEL 1 10/20/21 FDP-01-A2.01 FDP-C.01.01 1” = 10’
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
28'-7" 10'-7"
33'-4"
ELEC/STG.
91'-10"

CLASSROOM CLASSROOM

LAB SUPPORT
7'-1"
JAN
10'-6" 28'-8"
EQ. EQ.
23'-3" 22'-9" 10'-2"
(N) DRINKING FOUNTAIN/

BOTTLE FILLER
35'-7"
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043 1" = 10'-0"
BUILDING 1 - LEVEL 2 BUILDING 1 - LEVEL 2 10/20/21 FDP-01-A2.02 FDP-C.01.02 1” = 10’
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
BLDG 1 - LEVEL 01
+0' - 0"
BLDG 1 - LEVEL 02
+10' - 11"
BLDG 1 - ROOF
+20' - 3"
92'-6"
(N) CONDENSING UNITS
(E) TERRACOTTA TILE
(E) STUCCO, OFF-WHITE
(N) WOOD SHUTTER, BROWN
BLDG 1 - T.O.R
+28' - 6"
(E) DECORATIVE WOOD, BROWN
(N) METAL RAIL, BROWN
(N) WOODEN DOOR W/

LEADED GLASS PANELS
(N) METAL RAIL, BROWN
(E) GRILLE
(E) METAL LEADER HEAD, BROWN
(E) BRICK CHIMNEY
(E) TERRACOTTA VENT
(N) STEEL REPLACEMENT
WINDOWS, TYP.
(N) METAL GUTTER, BROWN, TYP.
(N) FIXTURE
BLDG 1 - LEVEL 01
+0' - 0"
BLDG 1 - LEVEL 02
+10' - 11"
BLDG 1 - ROOF
+20' - 3"
92'-6"
(E) TERRACOTTA TILE
(E) METAL LEADER HEAD, BROWN
(E) WOOD SHUTTER, BROWN
BLDG 1 - T.O.R
+28' - 6"
(E) BRICK CHIMNEY
(E) STUCCO, OFF-WHITE
(E) METAL RAIL, BROWN
(N) E8 LIGHT FIXTURE
(E) WOOD DOOR
(E) GRILLE, WINDOW BEYOND (E) DECORATIVE WOOD, BROWN (N) CONDENSING UNIT (N) STEEL WINDOWS
(E) METAL RAILING, BROWN
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043 1" = 10'-0"
BUILDING 1 - EAST + WEST ELEVATION 01/14/2022 FDP-B.01.00 NTS
BUILDING 1 - EAST + WEST ELEVATION FDP-01-A5.01
1” = 10’
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
BLDG 1 - LEVEL 01
+0' - 0"
BLDG 1 - LEVEL 02
+10' - 11"
BLDG 1 - ROOF
+20' - 3"
(N) CONDENSING UNITS
(E) TERRACOTTA TILE
(E) STUCCO, OFF-WHITE
(E) WOOD SHUTTER, BROWN
BLDG 1 - T.O.R
+28' - 6"
35'-7"
(E) BRICK CHIMNEY
(E) METAL RAIL, BROWN
(E) TERRACOTTA VENT
(E) DECORATIVE WOOD, BROWN
(E) TERRACOTTA VENT
BLDG 1 - LEVEL 01
+0' - 0"
BLDG 1 - LEVEL 02
+10' - 11"
BLDG 1 - ROOF
+20' - 3"
(E) TERRACOTTA TILE
(E) STUCCO, OFF-WHITE
(N) WOOD SHUTTER, BROWN
BLDG 1 - T.O.R
+28' - 6"
35'-7"
(E) TERRACOTTA VENT
(E) BRICK CHIMNEY
(E) METAL RAIL, BROWN
(E) DECORATIVE WOOD, BROWN
(N) METAL RAIL, BROWN
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043 1" = 10'-0"
BUILDING 1 - NORTH + SOUTH ELEVATION 01/14/2022 FDP-B.01.01 NTS
BUILDING 1 - NORTH + SOUTH ELEVATION FDP-01-A5.02
1” = 10’
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043

DIGITAL FABRICATION LAB

TOOL ROOM

JAN/ELEC
12'-2"
25'-0"
EQ. EQ. 8'-2"
91'-8"
35'-4"

FLEX WORKSHOP
TOOL STG.
5'-11"
5'-10"
7'-0"
(N) DRINKING FOUNTAIN/BOTTLE FILLER

EXISTING HISTORIC STAIR AND LANDING TO
REMAIN
59'-2 1/2"
20'-11"
30'-6"
20'-8"

CONDENSING
UNIT
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043 1" = 10'-0"
BUILDING 2 - LEVEL 1 BUILDING 2 - LEVEL 1 10/20/21 FDP-02-A2.01 FDP-C.02.01 1” = 10’
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043

CLASSROOM

FLEX CLASSROOM
ELEC/TELE/STG.

OPEN TO BELOW

OPEN TO
BELOW
35'-4"
91'-8"
20'-7"
42'-11"
EQ. EQ.
25'-0"
(N) DRINKING FOUNTAIN/

BOTTLE FILLER
21'-1"
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043 1" = 10'-0"
BUILDING 2 - LEVEL 2 BUILDING 2 - LEVEL 2 10/20/21 FDP-02-A2.02 FDP-C.02.02 1” = 10’
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
BLDG 2 - LEVEL 01
+0' - 0 3/4"
BLDG 2 - LEVEL 02
+10' - 11 1/2"
BLDG 2 - ROOF
+20' - 2 1/2"
92'-6"
BLDG 2 - T.O.R
+28' - 6"
(E) TERRACOTTA TILE
(E) METAL LEADER HEAD, BROWN
(N) WOOD DOOR, BROWN
(E) STUCCO, OFF-WHITE
(N) CONDENSING UNIT
(E) GRILLE, WINDOW BEYOND
(N) E8 LIGHT FIXTURE
(N) VERTICAL LIFT GARAGE DOOR
BLDG 2 - LEVEL 01
+0' - 0 3/4"
BLDG 2 - LEVEL 02
+10' - 11 1/2"
BLDG 2 - ROOF
+20' - 2 1/2"
92'-6"
BLDG 2 - T.O.R
+28' - 6"
(E) TERRACOTTA TILE
(E) METAL LEADER HEAD, BROWN
(E) WOOD SHUTTER, BROWN
(E) METAL RAIL, BROWN
(N) WOOD DOOR, BROWN
(E) STUCCO, OFF-WHITE
(N) CONDENSING UNIT
(N) METAL GUTTER, TYP.
(N) INFILL AND STUCCO PATCH
(N) STEEL WINDOWS, TYP.
(E) FIXTURE TO BE RESTORED
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043 1" = 10'-0"
BUILDING 2 - EAST + WEST ELEVATION 01/14/2022 FDP-B.02.00 NTS
BUILDING 2 - EAST + WEST ELEVATION FDP-02-A5.01
1” = 10’
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
BLDG 2 - LEVEL 01
+0' - 0 3/4"
BLDG 2 - LEVEL 02
+10' - 11 1/2"
BLDG 2 - ROOF
+20' - 2 1/2"
(E) TERRACOTTA TILE
(E) STUCCO, OFF-WHITE
(E) WOOD SHUTTER, BROWN
35'-4"
BLDG 2 - T.O.R
+28' - 6"
(E) TERRACOTTA VENT
(E) DECORATIVE WOOD, BROWN
(N) METAL HANDRAIL, BROWN
(E) TERRACOTTA TILE
(N) E8 LIGHT FIXTURE (N) FIXTURE
(E) METAL RAIL, BROWN
(E) TERRACOTTA VENT
BLDG 2 - LEVEL 01
+0' - 0 3/4"
BLDG 2 - LEVEL 02
+10' - 11 1/2"
BLDG 2 - ROOF
+20' - 2 1/2"
(N) CONDENSING UNIT
(E) TERRACOTTA TILE
(E) STUCCO, OFF-WHITE
(E) METAL RAIL, BROWN
35'-4"
BLDG 2 - T.O.R
+28' - 6"
(E) TERRACOTTA VENT
(N) E8 LIGHT FIXTURE
(N) METAL HANDRAIL, BROWN
(N) TERRACOTTA TILE (N) WOOD DOOR, BROWN
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043 1" = 10'-0"
BUILDING 2 - NORTH + SOUTH ELEVATION 01/14/2022 FDP-B.02.01 NTS
BUILDING 2 - NORTH + SOUTH ELEVATION FDP-02-A5.02
1” = 10’
01/28/2022
Job Number:

Date:

Scale:

Drawing Number:

Head-Royce School 214043
440.00
450.00
430.00
420.00
410.00
400.00
390.00
440.00
450.00
430.00
420.00
410.00
400.00
390.00
420.00
410.00
400.00
390.00
420.00
410.00
400.00
390.00
380.00 380.00
P.L.

NEIGHBOR

UPPER PARKING EXISTING HILL WITH OAK/REDWOOD TREES

WALKWAY
PLAYFIELD w/ CHAINLINK FENCE LOOP ROAD EXISTING REDWOOD TREES

EXISTING VEGETATION MEADOW GARDEN GRAVEL GARDEN DG GARDEN LINCOLN AVE. METAL FENCE GARDENS THE COMMONS OAK HILL

WALKWAY WALKWAY
LAWN
440.00
450.00
430.00
420.00
410.00
400.00
390.00
380.00
P.L.

ACOUSTIC FENCE
w/RETAINING WALL
P.L.

BLDG 2 BLDG 0

TIMBER FENCE

EXISTING LANDSCAPE SLOPE

LOOP ROAD

REGRADED-SCD

LOOP ROAD

REGRADED-SCD

EXISTING LANDSCAPE SLOPE

PROPOSED AT

GRADE CONCRETE

PEDESTRIAN PATH

EXISTING LANDSCAPE SLOPE

PROPOSED AT GRADE CONCRETE

PEDESTRIAN PATH
PROPOSED CONCRETE STEPS.

PROPOSED CONCRETE
RETAINING WALL(Height
to be confirmed )

METAL FENCE
SAD

PEDESTRIAN ACCESS GATE SAD

PEDESTRIAN ACCESS GATE AND

CANOPY SAD

BOLLARDS ALONG LINCOLN NOT

SHOWN FOR CLARITY

VEHICULAR ACCESS

GATE SAD

VEHICULAR ACCESS

GATE SAD

PGE PAD,CONDENSER
UNIT (Size to be
confirmed)

CIVIL TO CONFIRM THE

DIMENSIONS/REQUIREMENT FOR THIS

RETAINING WALL

EXISTING LANDSCAPE SLOPE
440.00
450.00
430.00
420.00
410.00
400.00
390.00
380.00
1"=20'-0"
SECTION 1
1"=20'-0"
SECTION 3
1"=20'-0"
SECTION 2
G
1 2
440.00
450.00
430.00
420.00
410.00
400.00
390.00
440.00
450.00
430.00
420.00
410.00
400.00
390.00
380.00 380.00
410.00
400.00
390.00
380.00
410.00
400.00
390.00
380.00
P.L.

BLDG 1
BLDG 0

NEIGHBOR

NEIGHBOR
P.A. TERRACE TIMBER SEAT STEP WITH DG INSET

WALKWAY

LAWN WITH OAK DECK

WALKWAY WALKWAY

DROP-OFF PARKING LOOP ROAD

UPPER PARKING MEADOW HILL WITH ADA PATH

CAMPSITES

MEADOW GARDEN

WALKWAY

TIMBER RAMP

THROUGH OAK
TREES

WALKWAY

LOOP ROAD

ACOUSTIC FENCE
w/RETAINING WALL

GARDENS

ADA PATH
1"=20'-0"
SECTION 1 01
1"=20'-0"
SECTION 2 02
Project
Drawn
Checke
Scale:

Sheet N
Seal &
Key Pla
SITE SECTIONS FDP-L3.01
NTS

KEY PLAN

LANDSCAPE DESIGN

SITE SECTIONS
01/28/2022
Project No.:

Drawn By:

Checked By:

Scale:

Sheet No.:

Sheet Name:

Seal & Signature:

Key Plan:

Civil Engineer:

Issued For:

Architect:

HEAD-ROYCE SCHOOL

SKIDMORE, OWINGS & MERRILL

ONE MARITIME PLAZA
SAN FRNCISCO, CA 94111
Sherwood Design Engineers
58 Maiden Lane, Third Floor
San Francisco, CA
Landscape:

TLS Landscape Architecture
1015 Camelia Street
Berkeley, CA
MEP Engineer:

Environmental Systems Design, Inc.
90 New Montgomery Street, Suite 1420
San Francisco, CA
Lighting:

Pritchard Peck Lighting
389 Clementina Street
San Francisco, CA
Acoustics:

Salter
60 South Market Street, Suite 480
San Jose, CA
Historic:

Page & Turnbull
170 Maiden Lane, 5th Floor
San Francisco, CA
1/12/2022 6:51:07 PM
Author
Checker
214043

ASSESSOR'S

PARCEL MAPS
A0.10
4315 Lincoln Ave
Oakland, CA 94602
No.: Description:D
a
t
e: COMBINED PHASES I & II FINAL

DEVELOPMENT PLAN
2022-01-14
2022-01-28
NTS
”
:
:
:
:
: A0.11 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN
2022-01-28
2022-01-14
”
:
:
:
:
: A0.12 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN
2022-01-28
2022-01-14
DN
DN DN
DN

CRAWLSPACE

REMOVE (E) WINDOW
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Civil Engineer:Issued For:

Architect:

HEAD-ROYCE SCHOOL

SKIDMORE, OWINGS & MERRILL

ONE MARITIME PLAZA
SAN FRNCISCO, CA 94111
Sherwood Design Engineers58 Maiden Lane, Third FloorSan Francisco, CA Landscape:

TLS Landscape Architecture1015 Camelia StreetBerkeley, CA MEP Engineer:

Environmental Systems Design, Inc.90 New Montgomery Street, Suite 1420San Francisco, CA Lighting:

Pritchard Peck Lighting389 Clementina StreetSan Francisco, CA Acoustics:

Salter60 South Market Street, Suite 480San Jose, CA
Historic:

Page & Turnbull170 Maiden Lane, 5th FloorSan Francisco, CA 1/25/2022 11:58:52 AM 1/8" = 1'-0" Author Checker 214043 BUILDING 0 -SELECTIVEDEMO PLANS
A0.D.00
4315 Lincoln Ave
Oakland, CA 94602
GENERAL DEMOLITION NOTES:1. EXISTING CONSTRUCTION: REMOVE (COMPLETE WITH) RELATED UTILITIES AND SITE IMPROVEMENTS, PORTIONS OF EXISTING BUILDING AS DESIGNATED ON SELECTIVE DEMO PLANS2. MAINTENANCE OF STRUCTURAL STABILITY: DURING DEMOLITION AND ALL TEMPORARY CONDITIONS DURING CONSTRUCTION THROUGH COMPLETION OF THE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR'S ENGINEER3. REFER TO STRUCTURAL DRAWINGS FOR SELECTIVE REMOVAL OF ALL STRUCTURAL COMPONENTS4. REMOVE ALL INTERIOR DOORS, NON-STRUCTURAL PARTITIONS, STAIRS, WINDOWS, FIXED SEATING AND MILLWORK, AND FINISH THROUGHOUT THE BUILDING. REFER TO STRUCTURAL DEMO PLANS FOR ALL STRUCTURAL COMPONENTS5. REMOVE CEILINGS THROUGHOUT6. REFER TO HISTORIC PRESERVATION NARRATIVE FOR ADDITIONAL DEMOLITION NOTES SCALE: 1/8" = 1'-0"
BUILDING 0 - BASEMENT - EXISTING 01
SCALE: 1/8" = 1'-0"
BUILDING 0 - LEVEL 1 - EXISTING 03

REMOVE (E) LANDING AND RAILINGMODIFY (E) DOOR OPENING TO WINDOW OPENINGREMOVE (E) FLOORREMOVE (E) DOOR AND WINDOWREMOVE (E) DOOR LEGEND:
(E) TO REMAINREMOVE (E) WALLREMOVE (E) FLOORREMOVE (E)
No.: Description: Date:
100% SCHEMATIC DESIGN 2020-12-18100% DESIGN DEVELOPMENT 2021-07-16COMBINED PHASES I & II FINALDEVELOPMENT PLAN 2022-01-14

REMOVE (E) WINDOWREMOVE (E) DOORREMOVE (E) WALL TO CREATE (N) CLOSET DOOR

COMBINED PHASES I & II FINALDEVELOPMENT PLAN
2022-01-14
2022-01-28

REMOVE (E) LANDING

AND RAILING
REMOVE, TYP.

REMOVE (E) DOOR, MODIFY OPENING TO EXTEND (E) WINDOW,PATCH AND REPAIR

REMOVE (E) LANDING

AND RAILING

MODIFY (E) OPENING,PATCH AND PAINTREMOVE (E) STAIR

AND RAILING
REMOVE TYP.

FILL (E) OPENING, RECONSTRUCT DECORATIVE GRILLE
REMOVE, TYP.REMOVE (E) OPENINGS,PATCH AND PAINTREMOVE (E) STAIR

AND LANDING

REMOVE (E) OPENINGS

AND ROOF OVERHANG,
PATCH AND PAINT, TYP.

REMOVE (E) STAIR

AND RAILING
11 EXISTING ELEVATION - NORTH Scale: 1/8"=1'-0"13 EXISTING ELEVATION - SOUTH Scale: 1/8"=1'-0" 01 EXISTING ELEVATION - WEST Scale: 1/8"=1'-0"03 EXISTING ELEVATION - EAST Scale: 1/8"=1'-0" (N) HISTORICALLY SYMPATHETIC DOOR IN (E) OPENING

FILL (E) OPENING, RECONSTRUCT DECORATIVE GRILLEREMOVE (E) VENT

REMOVE (E) DOOR AND LANDING, PATCH, REPAIR STUCCO AS NEEDED(N) HISTORICALLY SYMPATHETIC DOOR IN (E) OPENING (N) HISTORICALLY SYMPATHETIC DOOR IN (E) OPENING
REMOVE (E) PORTION OF WINDOW, REPLACE WITH (N) TERRACE DOORREMOVE, TYP.

REMOVE (E)
LEGEND:

REMOVE (E)
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Civil Engineer:Issued For:

Architect:

HEAD-ROYCE SCHOOL

SKIDMORE, OWINGS & MERRILL

ONE MARITIME PLAZA
SAN FRNCISCO, CA 94111
Sherwood Design Engineers58 Maiden Lane, Third FloorSan Francisco, CA Landscape:

TLS Landscape Architecture1015 Camelia StreetBerkeley, CA MEP Engineer:

Environmental Systems Design, Inc.90 New Montgomery Street, Suite 1420San Francisco, CA Lighting:

Pritchard Peck Lighting389 Clementina StreetSan Francisco, CA Acoustics:

Salter60 South Market Street, Suite 480San Jose, CA
Historic:

Page & Turnbull170 Maiden Lane, 5th FloorSan Francisco, CA 1/25/2022 11:58:52 AM As indicated Author Checker 214043 BUILDING 0 -SELECTIVEDEMOELEVATIONS
A0.D.01
4315 Lincoln Ave
Oakland, CA 94602
GENERAL DEMOLITION NOTES:1. EXISTING CONSTRUCTION: REMOVE (COMPLETE WITH) RELATED UTILITIES AND SITE IMPROVEMENTS, PORTIONS OF EXISTING BUILDING AS DESIGNATED ON SELECTIVE DEMO PLANS2. MAINTENANCE OF STRUCTURAL STABILITY: DURING DEMOLITION AND ALL TEMPORARY CONDITIONS DURING CONSTRUCTION THROUGH COMPLETION OF THE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR'S ENGINEER3. REFER TO STRUCTURAL DRAWINGS FOR SELECTIVE REMOVAL OF ALL STRUCTURAL COMPONENTS4. REMOVE ALL INTERIOR DOORS, NON-STRUCTURAL PARTITIONS, STAIRS, WINDOWS, FIXED SEATING AND MILLWORK, AND FINISH THROUGHOUT THE BUILDING. REFER TO STRUCTURAL DEMO PLANS FOR ALL STRUCTURAL COMPONENTS5. REMOVE CEILINGS THROUGHOUT6. REFER TO HISTORIC PRESERVATION NARRATIVE FOR ADDITIONAL DEMOLITION NOTES No.: Description: Date:
100% SCHEMATIC DESIGN 2020-12-18100% DESIGN DEVELOPMENT 2021-07-16COMBINED PHASES I & II FINALDEVELOPMENT PLAN 2022-01-14

COMBINED PHASES I & II FINALDEVELOPMENT PLAN
2022-01-14
2022-01-28
REMOVE, STORE, AND RECONSTRUCT CHIMNEY AND

VENT PER ARCHITECTURAL DRAWINGS

CRAWL SPACE

CRAWL SPACE CRAWL SPACE

REMOVE (E) OPENINGSREMOVE (E) STAIRREMOVE (E) OPENINGDOCUMENT EXISTING CONDITIONS, REMOVE AND REPLACE WITH (N) INKIND STAIR AND LANDINGTO MEET ACCESSIBILITYREQUIREMENTS AT DOORTHRESHOLD PER ARCHITECTURAL DRAWINGSREMOVE (E) OPENINGREMOVE (E) STAIR

REMOVE (E) STAIRREMOVE (E) OPENING

REMOVE (E) OPENING

REMOVE (E) STAIR
.
.

REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF FOUNDATION DEMOLITION AND EXCAVATION REMOVE, STORE AND RE- INSTALL CERAMIC CLAY TILES Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Civil Engineer:Issued For:

Architect:

HEAD-ROYCE SCHOOL

SKIDMORE, OWINGS & MERRILL

ONE MARITIME PLAZA
SAN FRNCISCO, CA 94111
Sherwood Design Engineers58 Maiden Lane, Third FloorSan Francisco, CA Landscape:

TLS Landscape Architecture1015 Camelia StreetBerkeley, CA MEP Engineer:

Environmental Systems Design, Inc.90 New Montgomery Street, Suite 1420San Francisco, CA Lighting:

Pritchard Peck Lighting389 Clementina StreetSan Francisco, CA Acoustics:

Salter60 South Market Street, Suite 480San Jose, CA
Historic:

Page & Turnbull170 Maiden Lane, 5th FloorSan Francisco, CA 1/25/2022 11:58:55 AM 1/8" = 1'-0" Author Checker 214043 BUILDING 1 -SELECTIVEDEMO PLANS
A0.D.10
4315 Lincoln Ave
Oakland, CA 94602
GENERAL DEMOLITION NOTES:1. EXISTING CONSTRUCTION: REMOVE (COMPLETE WITH) RELATED UTILITIES AND SITE IMPROVEMENTS, PORTIONS OF EXISTING BUILDING AS DESIGNATED ON SELECTIVE DEMO PLANS2. MAINTENANCE OF STRUCTURAL STABILITY: DURING DEMOLITION AND ALL TEMPORARY CONDITIONS DURING CONSTRUCTION THROUGH COMPLETION OF THE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR'S ENGINEER3. REFER TO STRUCTURAL DRAWINGS FOR SELECTIVE REMOVAL OF ALL STRUCTURAL COMPONENTS4. REMOVE ALL INTERIOR DOORS, NON-STRUCTURAL PARTITIONS, STAIRS, WINDOWS, FIXED SEATING AND MILLWORK, AND FINISH THROUGHOUT THE BUILDING. REFER TO STRUCTURAL DEMO PLANS FOR ALL STRUCTURAL COMPONENTS5. REMOVE CEILINGS THROUGHOUT6. REFER TO HISTORIC PRESERVATION NARRATIVE FOR ADDITIONAL DEMOLITION NOTES SCALE: 1/8" = 1'-0"
BUILDING 1 - BASEMENT - EXISTING 01
SCALE: 1/8" = 1'-0"
BUILDING 1 - LEVEL 02 - EXISTING 04
SCALE: 1/8" = 1'-0"
BUILDING 1 - LEVEL 01 - EXISTING 02
SCALE: 1/8" = 1'-0"
BUILDING 1 - ROOF - EXISTING 16
LEGEND:
(E) TO REMAINREMOVE (E) WALLREMOVE (E) FLOORREMOVE (E)
No.: Description: Date:
100% SCHEMATIC DESIGN 2020-12-18100% DESIGN DEVELOPMENT 2021-07-16COMBINED PHASES I & II FINALDEVELOPMENT PLAN 2022-01-14

COMBINED PHASES I & II FINALDEVELOPMENT PLAN
2022-01-14
2022-01-28

REMOVE (E) PIPE
REMOVE (E) STAIRREMOVE, TYP.

REMOVE, STORE, AND RECONSTRUCT CHIMNEY AND VENT PER

ARCHITECTURAL DRAWINGS

REMOVE (E) STAIR

REMOVE (E) DOOR

AND STAIR
REMOVE (E) OPENING, PATCH AND PAINT, TYP.

REMOVE (E) OPENING,PATCH AND PAINT, TYP.

REMOVE (E) OPENING, PATCH

AND PAINT
REMOVE (E) PIPESREMOVE, TYP.REMOVE (E) STAIRREMOVE (E) RAMP AND RAILING REMOVE (E) OPENING,PATCH AND PAINT, TYPREMOVE TYP.DOCUMENT EXISTING CONDITIONS, REMOVE

AND REPLACE WITH (N) INKIND STAIR AND

LANDINGTO MEET ACCESSIBILITYREQUIREMENTS AT DOORTHRESHOLD PER

ARCHITECTURAL DRAWINGS

REMOVE (E) STAIR AND RAILING, FILL

REMOVE (E) STAIR
11 EXISTING ELEVATION - WEST Scale: 1/8"=1'-0"13 EXISTING ELEVATION - EAST Scale: 1/8"=1'-0" 01 EXISTING ELEVATION - SOUTH Scale: 1/8"=1'-0"03 EXISTING ELEVATION - NORTH Scale: 1/8"=1'-0" MODIFY (E) OPENING,FILL (E) OPENING BEYOND GRILLE,PATCH AND PAINT, TYPREMOVE, STORE, AND RECONSTRUCT CHIMNEY AND VENT PER ARCHITECTURAL DRAWINGS(N) HISTORICALLY SYMPATHETIC DOOR IN (E) OPENING REMOVE (E) STAIRREMOVE, TYP.

REMOVE, STORE, AND RECONSTRUCT CHIMNEY AND VENT PER ARCHITECTURAL DRAWINGS

DOCUMENT EXISTING CONDITIONS, REMOVE AND REPLACE WITH (N) INKIND STAIR AND LANDINGTO MEET

ACCESSIBILITY REQUIREMENTS AT

DOORTHRESHOLD PER

ARCHITECTURAL DRAWINGS
REMOVE, STORE, AND RECONSTRUCT CHIMNEY AND VENT PER ARCHITECTURAL DRAWINGSREMOVE (E) DOORREMOVE (E) AWNING(N) WINDOW IN (E) DOOR OPENING

REMOVE (E) RAMP AND RAILING

DOCUMENT EXISTING CONDITIONS, REMOVE AND REPLACE WITH (N) INKIND STAIR AND LANDINGTO MEET

ACCESSIBILITY REQUIREMENTS AT

DOORTHRESHOLD PER

ARCHITECTURAL DRAWINGS

REMOVE, STORE AND RE-INSTALL CERAMIC CLAY TILES

REMOVE (E) BALCONETTE, RECONSTRUCT WITH (E) METAL RAILING AND DECORATIVE METAL

REMOVE (E)
LEGEND:

REMOVE (E)
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Civil Engineer:Issued For:

Architect:

HEAD-ROYCE SCHOOL

SKIDMORE, OWINGS & MERRILL

ONE MARITIME PLAZA
SAN FRNCISCO, CA 94111
Sherwood Design Engineers58 Maiden Lane, Third FloorSan Francisco, CA Landscape:

TLS Landscape Architecture1015 Camelia StreetBerkeley, CA MEP Engineer:

Environmental Systems Design, Inc.90 New Montgomery Street, Suite 1420San Francisco, CA Lighting:

Pritchard Peck Lighting389 Clementina StreetSan Francisco, CA Acoustics:

Salter60 South Market Street, Suite 480San Jose, CA
Historic:

Page & Turnbull170 Maiden Lane, 5th FloorSan Francisco, CA 1/25/2022 11:58:55 AM As indicated Author Checker 214043 BUILDING 1 -SELECTIVEDEMOELEVATIONS
A0.D.11
4315 Lincoln Ave
Oakland, CA 94602
GENERAL DEMOLITION NOTES:1. EXISTING CONSTRUCTION: REMOVE (COMPLETE WITH) RELATED UTILITIES AND SITE IMPROVEMENTS, PORTIONS OF EXISTING BUILDING AS DESIGNATED ON SELECTIVE DEMO PLANS2. MAINTENANCE OF STRUCTURAL STABILITY: DURING DEMOLITION AND ALL TEMPORARY CONDITIONS DURING CONSTRUCTION THROUGH COMPLETION OF THE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR'S ENGINEER3. REFER TO STRUCTURAL DRAWINGS FOR SELECTIVE REMOVAL OF ALL STRUCTURAL COMPONENTS4. REMOVE ALL INTERIOR DOORS, NON-STRUCTURAL PARTITIONS, STAIRS, WINDOWS, FIXED SEATING AND MILLWORK, AND FINISH THROUGHOUT THE BUILDING. REFER TO STRUCTURAL DEMO PLANS FOR ALL STRUCTURAL COMPONENTS5. REMOVE CEILINGS THROUGHOUT6. REFER TO HISTORIC PRESERVATION NARRATIVE FOR ADDITIONAL DEMOLITION NOTES No.: Description: Date:
100% SCHEMATIC DESIGN 2020-12-18100% DESIGN DEVELOPMENT 2021-07-16COMBINED PHASES I & II FINALDEVELOPMENT PLAN 2022-01-14

COMBINED PHASES I & II FINALDEVELOPMENT PLAN
2022-01-14
2022-01-28

CRAWL SPACE CRAWL SPACE

CRAWL SPACE

REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF FOUNDATION DEMOLITION AND EXCAVATION

REMOVE (E) OPENING, TYPREMOVE (E) DOORREMOVE (E) STAIR

REMOVE, STORE AND RE- INSTALL CERAMIC CLAY TILES
REMOVE (E) DORMERREMOVE (E) OPENING, TYP.REMOVE (E) STAIRREMOVE (E) WINDOW BEHIND DECORATIVE GRILLE Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Civil Engineer:Issued For:

Architect:

HEAD-ROYCE SCHOOL

SKIDMORE, OWINGS & MERRILL

ONE MARITIME PLAZA
SAN FRNCISCO, CA 94111
Sherwood Design Engineers58 Maiden Lane, Third FloorSan Francisco, CA Landscape:

TLS Landscape Architecture1015 Camelia StreetBerkeley, CA MEP Engineer:

Environmental Systems Design, Inc.90 New Montgomery Street, Suite 1420San Francisco, CA Lighting:

Pritchard Peck Lighting389 Clementina StreetSan Francisco, CA Acoustics:

Salter60 South Market Street, Suite 480San Jose, CA
Historic:

Page & Turnbull170 Maiden Lane, 5th FloorSan Francisco, CA 1/25/2022 11:58:57 AM 1/8" = 1'-0" Author Checker 214043 BUILDING 2 -SELECTIVEDEMO PLANS
A0.D.20
4315 Lincoln Ave
Oakland, CA 94602
GENERAL DEMOLITION NOTES:1. EXISTING CONSTRUCTION: REMOVE (COMPLETE WITH) RELATED UTILITIES AND SITE IMPROVEMENTS, PORTIONS OF EXISTING BUILDING AS DESIGNATED ON SELECTIVE DEMO PLANS2. MAINTENANCE OF STRUCTURAL STABILITY: DURING DEMOLITION AND ALL TEMPORARY CONDITIONS DURING CONSTRUCTION THROUGH COMPLETION OF THE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR'S ENGINEER3. REFER TO STRUCTURAL DRAWINGS FOR SELECTIVE REMOVAL OF ALL STRUCTURAL COMPONENTS4. REMOVE ALL INTERIOR DOORS, NON-STRUCTURAL PARTITIONS, STAIRS, WINDOWS, FIXED SEATING AND MILLWORK, AND FINISH THROUGHOUT THE BUILDING. REFER TO STRUCTURAL DEMO PLANS FOR ALL STRUCTURAL COMPONENTS5. REMOVE CEILINGS THROUGHOUT6. REFER TO HISTORIC PRESERVATION NARRATIVE FOR ADDITIONAL DEMOLITION NOTES SCALE: 1/8" = 1'-0"
BUILDING 2 - BASEMENT - EXISTING 01
SCALE: 1/8" = 1'-0"
BUILDING 2 - LEVEL 1 - EXISTING 02
SCALE: 1/8" = 1'-0"
BUILDING 2 - ROOF - EXISTING 16
SCALE: 1/8" = 1'-0"
BUILDING 2 - LEVEL 2 - EXISTING 04
LEGEND:
(E) TO REMAINREMOVE (E) WALLREMOVE (E) FLOORREMOVE (E)
No.: Description: Date:
100% SCHEMATIC DESIGN 2020-12-18100% DESIGN DEVELOPMENT 2021-07-16COMBINED PHASES I & II FINALDEVELOPMENT PLAN 2022-01-14

COMBINED PHASES I & II FINALDEVELOPMENT PLAN
2022-01-14
2022-01-28
11 EXISTING ELEVATION - WEST Scale: 1/8"=1'-0"
13 EXISTING ELEVATION - EAST Scale: 1/8"=1'-0"
01 EXISTING ELEVATION - SOUTH Scale: 1/8"=1'-0"
03 EXISTING ELEVATION - NORTH Scale: 1/8"=1'-0"

REMOVE (E) OPENING,PAINT AND PATCHREMOVE (E) STAIR AND DOOR,PATCH AND PAINTREMOVE (E) OPENING,PATCH AND PAINTREMOVE (E) DORMER,PATCH AND PAINTREMOVE (E) OPENING,PATCH & PAINTREMOVE (E) DOORS ANDOPENINGS, PATCH AND PAINTREMOVE, TYP REMOVE (E) DOORREMOVE (E) STAIRREMOVE (E) OPENINGREMOVE (E) OPENINGREMOVE, TYP.

REMOVE, TYP
REMOVE, TYP.REMOVE ADDITIONS,RE: EAST ELEVATIONREMOVE (E) OPENING,PATCH & PAINT, TYP.REMOVE, TYP.REMOVE, TYP.

REMOVE (E) OPENING,PATCH AND PAINTREMOVE (E) STAIR ANDDOOR, PATCH AND PAINT MODIFY (E) OPENINGREMOVE (E) STAIR AND RAILING(N) HISTORICALLY SYMPATHETIC DOOR IN (E) OPENINGREMOVE, STORE AND REINSTALL CERAMIC CLAY TILESREMOVE, STORE AND REINSTALL CERAMIC CLAY TILES

REMOVE (E)
LEGEND:

REMOVE (E)
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Civil Engineer:Issued For:

Architect:

HEAD-ROYCE SCHOOL

SKIDMORE, OWINGS & MERRILL

ONE MARITIME PLAZA
SAN FRNCISCO, CA 94111
Sherwood Design Engineers58 Maiden Lane, Third FloorSan Francisco, CA Landscape:

TLS Landscape Architecture1015 Camelia StreetBerkeley, CA MEP Engineer:

Environmental Systems Design, Inc.90 New Montgomery Street, Suite 1420San Francisco, CA Lighting:

Pritchard Peck Lighting389 Clementina StreetSan Francisco, CA Acoustics:

Salter60 South Market Street, Suite 480San Jose, CA
Historic:

Page & Turnbull170 Maiden Lane, 5th FloorSan Francisco, CA 1/25/2022 11:58:58 AM As indicated Author Checker 214043 BUILDING 2 -SELECTIVEDEMOELEVATIONS
A0.D.21
4315 Lincoln Ave
Oakland, CA 94602
GENERAL DEMOLITION NOTES:1. EXISTING CONSTRUCTION: REMOVE (COMPLETE WITH) RELATED UTILITIES AND SITE IMPROVEMENTS, PORTIONS OF EXISTING BUILDING AS DESIGNATED ON SELECTIVE DEMO PLANS2. MAINTENANCE OF STRUCTURAL STABILITY: DURING DEMOLITION AND ALL TEMPORARY CONDITIONS DURING CONSTRUCTION THROUGH COMPLETION OF THE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR'S ENGINEER3. REFER TO STRUCTURAL DRAWINGS FOR SELECTIVE REMOVAL OF ALL STRUCTURAL COMPONENTS4. REMOVE ALL INTERIOR DOORS, NON-STRUCTURAL PARTITIONS, STAIRS, WINDOWS, FIXED SEATING AND MILLWORK, AND FINISH THROUGHOUT THE BUILDING. REFER TO STRUCTURAL DEMO PLANS FOR ALL STRUCTURAL COMPONENTS5. REMOVE CEILINGS THROUGHOUT6. REFER TO HISTORIC PRESERVATION NARRATIVE FOR ADDITIONAL DEMOLITION NOTES No.: Description: Date:
100% SCHEMATIC DESIGN 2020-12-18100% DESIGN DEVELOPMENT 2021-07-16COMBINED PHASES I & II FINALDEVELOPMENT PLAN 2022-01-14

COMBINED PHASES I & II FINALDEVELOPMENT PLAN
2022-01-14
2022-01-28
POTS
LOOHCS
GNI X
1 2 3
4 5
1 2
3 4
5 6 7 8 9 10 11 12
44 43 42 41 40 39 38 37
9 8
7 6
5 4
3 2
1 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
7 8
9 10
1 2
3 4
5 6
11 12
1314
15 16
17 1819
2021
2223
2425
26 27
282930
31 32 33
34 4041 39 38 3637 35
BUILDING 8
BUILDING 9
BUILDING 7BUILDING 6
BUILDING 5
BUILDING 4
BUILDING 3
BUILDING 1 BUILDING 2 BUILDING 10
BUILDING 0
BUILDING 11

EXISTING TO REMAINEXISTING TO BE DEMOLISHED
LEGEND
LINCOLN AVE.

LINNET AVE
.

CHARLESTON ST.

LAGUNA AVE.
2-STORY

RESIDENCE
2-STORY

RESIDENCE
1-STORY

RESIDENCE
2-STORY

RESIDENCE
1-STORY

RESIDENCE
2-STORY

RESIDENCE
1-STORY

RESIDENCE
2-STORY

RESIDENCE
4 69'-
5"
659'-11"
342'-5"
49 '-
8 "
193'-5"
204'-4"
4 9
8'-
8 "
92'-6"
40'-3"
92'-6"
40'-3"
8 0'-
7 "
92'-3"
1 0'-
3 "
20'-0"
20'-0"
5'
-0"
5'
-0"
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Civil Engineer:Issued For:

Architect:

HEAD-ROYCE SCHOOL

SKIDMORE, OWINGS & MERRILL

ONE MARITIME PLAZA
SAN FRNCISCO, CA 94111
Sherwood Design Engineers58 Maiden Lane, Third FloorSan Francisco, CA Landscape:

TLS Landscape Architecture1015 Camelia StreetBerkeley, CA MEP Engineer:

Environmental Systems Design, Inc.90 New Montgomery Street, Suite 1420San Francisco, CA Lighting:

Pritchard Peck Lighting389 Clementina StreetSan Francisco, CA Acoustics:

Salter60 South Market Street, Suite 480San Jose, CA
Historic:

Page & Turnbull170 Maiden Lane, 5th FloorSan Francisco, CA 1/10/2022 10:04:43 PM 1/32" = 1'-0" Author Checker 214043

EXISTING SITEPLAN
A1.00
4315 Lincoln Ave
Oakland, CA 94602
No.: Description: Date:
100% SCHEMATIC DESIGN 2020-12-18100% DESIGN DEVELOPMENT 2021-07-16COMBINED PHASES I & II FINALDEVELOPMENT PLAN 2022-01-14
SCALE: 1/32" = 1'-0"
EXISTING SITE PLAN_FDP 01

COMBINED PHASES I & II FINALDEVELOPMENT PLAN
2022-01-14
2022-01-28
439
438
437
438
439
4 3
9 439
438 438
439
390
395
400
400
400
405
4 1
0 4
1 5
420
425
430
435
435
440
440
445
445
450
450
455
455
44 0
440
440
44 0
sig
n: E
N
T
R
A
N
C
E
O
N
LY
O
N
E
-W
AY
sig
n: E
N
T
R
A
N
C
E
O
N
LY
O
N
E
W
AY
sig
n: S
T
O
P
sig
n: S
T
O
P
sig
n: s
t
op
sig
n: S
T
O
P
sig
n: o
ne
-
w
a
y
sig
n: P
E
D
XIN
G
a
n
d
O
N
E
-W
AY
sig
n: P
E
D
XIN
G
sig
n: E
XIT
O
N
L
Y
sig
n: E
XIT
O
N
L
Y
sig
n: S
L
OW, C
HIL
D
R
E
N
A
T
P
L
AY
N
O
P
A
R
KIN
G
AT
A
N
Y
TIM
E
F
G
4 3

1.3 3
F
G
43 2.00
F
G
43 9.33
F
G
44 0.0
0 F
G
43 9.84
F
G
4 1

4.3 3
F
G
40 7.3
3 F
G
4 0

4.3 3
F
G
39 5.8
3 F
G
40 3.3
3 F
G
40 9.3
3 F
G
3 9

6.3 3
F
G
3 9

7.0 0
F
G
3 9

9.3 3
F
G
3 9

6.8 3
F
G
4 0

1.8 3
F
G
40 3.3
3 F
G
40 9.3
3 F
G
41 0.0
0 F
G
43 7.9
5 F
G
43 8.62
F
G
43 9.17

COMPACT

COMPACT COMPACT
C
O
M
P
A
C
T
C
O
M
P
A
C
T
C
O
M
P
A
C
T
C
O
M
P
A
C
T
C
O
MP
A
C
T
C
O
MP
A
C
T
C
O
M
P
A
C
T
C
O
M
P
A
C
T
STOP
S
T
O
P
STOP
P
O
TS

STATION
VAN
V
NA

VAN EV EV
EV

STATION
EV

STATION
EV
EV

VANPOOL

CLEAN AIR
EV

VANPOOL

CLEAN AIR
EV

VANPOOL

CLEAN AIR
EV

VANPOOL

CLEAN AIR
EV

VANPOOL

CLEAN AIR
EV

VANPOOL

CLEAN AIR
EV

VANPOOL

CLEAN AIR
EV

VANPOOL

CLEAN AIR
EV

VANPOOL

CLEAN AIR
EV

VANPOOL

CLEAN AIR
EV

VANPOOL

CLEAN AIR
P
OTS LOOHCS GNI X 12" RDW 441' 12" RDW 441'
BUILDING 0
BUILDING 1 BUILDING 2
LINCOLN AVE.

LINNET AVE. CHARL
E
STO
N
ST.

NOTE: REFER TO CIVIL DRAWINGS FOR

SITE DEMOLITION, GRADING AND
UTILITIES; REFER TO LANDSCAPE

DRAWINGS FOR SITE MATERIALS AND

FURNISHINGS
BUILDING 9

INTERIOR

IMPROVEMENTS ONLY
131
PARKING SPACES 7

PARKING SPACES
LAGUNA AVE.

42.45% 42.45%

42.45% 42.45%
3 8.3
7 %
3 8.4
%

24.93%

26.77%
92'-6"
40'-3"
92'-6"
40'-3"
10'-3" 80'-7"
9 2'-
3 "
2-STORY

RESIDENCE
2-STORY

RESIDENCE
1-STORY

RESIDENCE
2-STORY
RESIDENCE 1-STORY

RESIDENCE
2-STORY
RESIDENCE 1-STORY
RESIDENCE 1-STORY
RESIDENCE 1-STORY

RESIDENCE
1-STORY
RESIDENCE 1-STORY
RESIDENCE 1-STORY

RESIDENCE
1-STORY

RESIDENCE
2-STORY

RESIDENCE
P
RO
P
E
RTY
L
I
N
E
3" VTR 3" VTR
3" VTR
16" MECH 16" MECH
16" MECH
G: 414
G: 410
G: 412.8
G: 410.5
G: 412
G: 411
G: 411
G: 410
G: 404.8 G: 402.2
G: 399.7
G: 400
G: 399
E
B
M
U
D
EAS
E
M
E
N
T

EBMUD EASEMENT

LANDS OF ABILITY NOW
204'
-4"
193'-4"
342
'
-
5 1
/2
"
469'-2 1/4"
655'
-9"
499'-4 1 2/ "
4 0'-
1 1
3 /4
"
4 0'-
3 1
/
4 "
19'-0"
1 4'-
0 "
ENCLOSURE FOR 3
6-YARD DUMPSTERS
Project No.:

Drawn By:

Checked By:

Scale:

Sheet No.:

Sheet Name:

Seal & Signature:

Key Plan:

Civil Engineer:

Issued For:

Architect:

HEAD-ROYCE SCHOOL

SKIDMORE, OWINGS & MERRILL

ONE MARITIME PLAZA
SAN FRNCISCO, CA 94111
Sherwood Design Engineers
58 Maiden Lane, Third Floor
San Francisco, CA
Landscape:

TLS Landscape Architecture
1015 Camelia Street
Berkeley, CA
MEP Engineer:

Environmental Systems Design, Inc.
90 New Montgomery Street, Suite 1420
San Francisco, CA
Lighting:

Pritchard Peck Lighting
389 Clementina Street
San Francisco, CA
Acoustics:

Salter
60 South Market Street, Suite 480
San Jose, CA
Historic:

Page & Turnbull
170 Maiden Lane, 5th Floor
San Francisco, CA
1/12/2022 6:51:09 PM
1/32" = 1'-0"
Author
Checker
214043

SITE PLAN -
PHASE I + II
A1.10
4315 Lincoln Ave
Oakland, CA 94602
No.: Description:D
a
t
e: 100% SCHEMATIC DESIGN 2020-12-18
100% DESIGN DEVELOPMENT 2021-07-16

COMBINED PHASES I & II FINAL

DEVELOPMENT PLAN
2022-01-14
SCALE: 1/32" = 1'-0"
SITE PLAN_FDP
01 COMBINED PHASES I & II FINAL

DEVELOPMENT PLAN
2022-01-14
2022-01-28

UP UP DN UP DN UP UP UP DN DN DN DN DN
12" RDW OAK DECK DG DECK LABRYNTH GARDENS REDWOOD GROVE OAK HILL BOARD RAMPS ADA RAMP ADA RAMP ADA RAMP ADA RAMP OAK GROVE WOODEN STEPS STORMWATER GARDEN PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA HYDROSEED HYDROSEED HYDROSEED HYDROSEED OAK GROVE PA CAMPSITES FOREST CLEARINGS E4 E4 (8)E9 E1 E5 E4 E4 E4 E1 E1 E4 E4 E2 E4 E4 E4 E4 E4 (3) E7 (4)E9 E3 (3)E7 E2 E3 (3)E7 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E1E1 E1E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E5 E2 E2 E2 E6E6E6 E6 E6 E6 E6 E6 E6 E6 E6 E6 E2 E2 E2 E2E2E2 E2 E2E2E2 E2 E2 E2 E2 E2 E2 E2E2 E3 E3 E3 E3 E3 E3E3 (84)E3 E2 E2 E2 E2 E2 E2E2 E1 E1 E1 E1 E1E1 E1 E1E1 E1E1E1 E1 E1 E1 E1 E1E1 E8 E8E8 DE3 E8 E8 E8 E8 E8 E8 DE2 E8 DE1 DE1 DE2 E8 E8 E9A(x4) E11 E10 1. COMPLY WITH POWER ALLOWANCES PER LIGHTING ZONES OUTLINED ON CEC WEBSITE. 2. OUTDOOR LUMINAIRES USING LAMPS OR LIGHT SOURCES RATED 6,200 LUMENS OR GREATER MUST COMPLY WITH BACKLIGHT, UPLIGHT, AND GLARE LIMITATIONS IF INSTALLED IN THE FOLLOWING AREAS 2.1. PARKING LOTS AND SERVICE STATIONS 2.2. BUILDING ENTRANCES 2.3. ALL CANOPIES 2.4. OUTDOOR DINING AREAS 2.5. ALL OUTDOOR SALES AREAS 3. FOLLOWING FIXTURES ARE NOT REQUIRED TO COMPLY WITH BUG RATINGS 3.1. SIGNS 3.2. BUILDING FACADE, PUBLIC MONUMENTS, STATUES AND VERTICAL SURFACES OF BRIDGES 3.3. LIGHTING REQUIRED FOR HEALTH OR SAFETY 3.4. TEMPORARY LIGHTING 3.5. REPLACEMENT POLE-MOUNTED LUMINAIRES IN AREAS WHERE CONNECTED LIGHTING POWER IS NOT INCREASED, NO NEW WIRING IS BEING INSTALLED, NO ADDITIONAL POLES ARE BEING ADDED, SPACING BETWEEN POLES IS GREATER THAN SIX TIMES THE MOUNTING HEIGHT OF THE EXISTING LUMINAIRES, EXISTING LUMINAIRES DO NOT MEET THE LUMINAIRE UPLIGHT AND GLARE ZONAL LUMEN LIMITS. 3.6. LUMINAIRES ON PUBLICLY MAINTAINED ROADWAYS, SIDEWALKS, AND BIKEWAYS. 3.7. OUTDOOR LIGHTING ATTACHED TO A HIGH-RISE RESIDENTIAL OR HOTEL BUILDING AND SEPARATELY CONTROLLED FROM THE INSIDE OF A DWELLING UNIT OR GUEST ROOM. 4. ALL OUTDOOR LIGHTING MUST BE EQUIPPED WITH PHOTOCONTROL OR AN ASTRONOMICAL TIME SWITCH DEVICE THAT TURNS OFF ALL LIGHTING WHEN SUFFICIENT DAYLIGHT IS AVAILABLE. 5. ALL OUTDOOR LIGHTING MUST BE CONTROLLED INDEPENDENTLY FROM OTHER ELECTRICAL LOADS AND USE AN AUTOMATIC SCHEDULING CONTROL CAPABLE OF REDUCING THE OUTDOOR LIGHTING POWER BY 50-90 PERCENT. 6. MOTION SENSOR IS REQUIRED FOR ANY OUTDOOR LUMINAIRE. FOR FIXTURES MOUNTED 24 FEET TO BOTTOM OF FIXTURE OR LOWER FROM THE GROUND, FIXTURES MUST DIM 50-90 PERCENT AUTOMATICALLY WHEN THE AREA IS UNOCCUPIED. NO MORE THAN 1,500 WATTS OF LIGHTING POWER MAY BE CONTROLLED TOGETHER. THE FOLLOWING TYPES OF FIXTURES ARE EXCEPTIONS TO #6: 6.1. LUMINAIRES WITH A MAXIMUM RATED WATTAGE OF 40W. 6.2. MONUMENTS AND TEMPORARY OUTDOOR LIGHTING. 6.3. LIGHTING FOR SPORTS FIELDS AND CHILDREN'S PLAYGROUNDS. 6.4. SIGNS. 6.5. LIGHTING OF STAIRS AND RAMPS THAT ARE OTHER THAN PARKING GARAGE RAMPS. 6.6. LANDSCAPE LIGHTING. 6.7. SALES FRONTAGE THAT USES A PART-NIGHT CONTROL DEVICE INSTEAD OF A MOTION SENSOR. 6.8. LIGHTING FOR BUILDING FACADES (EXCEPT FOR WALL PACKS), ORNAMENTAL HARDSCAPE AND OUTDOOR DINING AREAS THAT USE A PART-NIGHT CONTROL OR CENTRALIZED TIME-BASED LIGHTING CONTROL INSTEAD OF MOTION SENSOR. 7. PART NIGHT CONTROLS MUST BE TIME-BASED OR OCCUPANCY-BASED PROGRAMMED TO REDUCE OR TURN OFF POWER TO OUTDOOR LUMINAIRES FOR A PORTION OF THE NIGHT. DEVICES MUST BE ABLE TO PREDICT SUNRISE AND SUNSET WITHIN 15 MINS, KEEP ACCURATE TIME WITHIN 5 MINUTES, BE ABLE TO SET BACK OR TURN OFF LIGHTING AT NIGHT VIA A TIME CLOCK OR MOTION-SENSING DEVICE AND FULLY PROGRAMMABLE BY USERS SO LIGHTING CAN BE SET BACK OR TURNED OFF FROM ANY TIME AT NIGHT UNTIL ANY TIME IN THE MORNING. TITLE 24 COMPLIANCE NOTES 1. REFER TO LIGHTING SPECIFICATION HANDBOOK FOR FIXTURE SCHEDULE, CUTSHEETS, AND ADDITIONAL INFORMATION INCLUDING MOUNTING INTENT. 2. ELECTRICAL CONTRACTOR TO PROVIDE BROKEN OUT PRICING FOR EACH LIGHT FIXTURE - NO LUMP SUMS. 3. THESE DRAWINGS TO BE USED IN CONJUNCTION WITH ARCHITECTURAL RCP'S AND ELECTRICAL DRAWINGS. IF CONFLICTS ARISE, ALL TEAMS TO BE NOTIFIED VIA RFI TO RESOLVE THE CONFLICT. 4. COORDINATE LOCATION OF REMOTE EQUIPMENT WITH ARCHITECT, LANDSCAPE ARCHITECT, AND LIGHTING DESIGNER. LIGHTING PLAN GENERAL NOTES Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan:

CRAWL SPACE
391 SF

STORAGE
0004
Not Enclosed

STORAGE
0001
133 SF

STORAGE
0003

CRAWL SPACE
0-001
0-004 0-002
0-003
90 SF

STORAGE
0002

CRAWL SPACE
-19' - 3"
STAIR 0-1
(0-B1S1)
8 TREADS @
11" EA = 7'-4"
CPT-20A
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Civil Engineer:Issued For:Architect:

HEAD-ROYCE SCHOOL

SKIDMORE, OWINGS & MERRILL

ONE MARITIME PLAZA
SAN FRNCISCO, CA 94111
Sherwood Design Engineers58 Maiden Lane, Third FloorSan Francisco, CA Landscape:

TLS Landscape Architecture1015 Camelia StreetBerkeley, CA MEP Engineer:

Environmental Systems Design, Inc.90 New Montgomery Street, Suite 1420San Francisco, CA Lighting:

Pritchard Peck Lighting389 Clementina StreetSan Francisco, CA Acoustics:

Salter60 South Market Street, Suite 480San Jose, CA
Historic:

Page & Turnbull170 Maiden Lane, 5th FloorSan Francisco, CA 1/25/2022 6:56:48 PM 1/4" = 1'-0" Author Checker 214043 BUILDING 0 -FLOOR PLAN -BASEMENT
00-A2.00
4315 Lincoln Ave
Oakland, CA 94602
SCALE: 1/4" = 1'-0"
BUILDING 0 - BASEMENT 01
No.: Description: Date:
100% SCHEMATIC DESIGN 2020-12-18100% DESIGN DEVELOPMENT 2021-07-16COMBINED PHASES I & II FINALDEVELOPMENT PLAN 2022-01-14

COMBINED PHASES I & II FINALDEVELOPMENT PLAN
2022-01-14
2022-01-28
UP
941 SF

STORAGE
1001

CRAWL SPACE

CRAWL SPACE
1-001
B4.0
1 - B4.0
1 - -9' - 10" STAIR 1-1 (1-B1S1)
11 TREADS @
11" EA = 10'-1"

ELEVATOR

MACHINE ROOM

EXCAVATED TO
7'-6"
2'-6" CLR. AVG.
3'-0" CLR. AVG.
3'-0" CLR. AVG.
8'-9 3/4" CLR. AVG. 9'-5 3/4" CLR. AVG.

Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Civil Engineer:Issued For:

Architect:

HEAD-ROYCE SCHOOL

SKIDMORE, OWINGS & MERRILL

ONE MARITIME PLAZA
SAN FRNCISCO, CA 94111
Sherwood Design Engineers58 Maiden Lane, Third FloorSan Francisco, CA Landscape:

TLS Landscape Architecture1015 Camelia StreetBerkeley, CA MEP Engineer:

Environmental Systems Design, Inc.90 New Montgomery Street, Suite 1420San Francisco, CA Lighting:

Pritchard Peck Lighting389 Clementina StreetSan Francisco, CA Acoustics:

Salter60 South Market Street, Suite 480San Jose, CA
Historic:

Page & Turnbull170 Maiden Lane, 5th FloorSan Francisco, CA 1/25/2022 6:56:48 PM 1/4" = 1'-0" Author Checker 214043 BUILDING 1 -FLOOR PLAN -BASEMENT
01-A2.00
4315 Lincoln Ave
Oakland, CA 94602
SCALE: 1/4" = 1'-0"
BUILDING 1 - BASEMENT 01
No.: Description: Date:
100% SCHEMATIC DESIGN 2020-12-18100% DESIGN DEVELOPMENT 2021-07-16COMBINED PHASES I & II FINALDEVELOPMENT PLAN 2022-01-14

COMBINED PHASES I & II FINALDEVELOPMENT PLAN
2022-01-14
2022-01-28
UP

CRAWLSPACE
2'-0" CLR

CRAWLSPACE

CRAWLSPACE
2'-0" CLR
926 SF

STORAGE
2001
-8' - 5 1/4"
STAIR 2-1
(2-B1S1)
9 TREADS @
11" EA. = 8'-3"
15'-0"
6'-6" CLR
8'-0"

CRAWLSPACE
5'-0" CLR

ELEVATOR

MACHINE ROOM

EXCAVATE TO
7'-6"

SLOPE UP
7'-6" CLR
Project No.:Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Civil Engineer:Issued For:

Architect:

HEAD-ROYCE SCHOOL

SKIDMORE, OWINGS & MERRILL

ONE MARITIME PLAZA
SAN FRNCISCO, CA 94111
Sherwood Design Engineers58 Maiden Lane, Third FloorSan Francisco, CA Landscape:

TLS Landscape Architecture1015 Camelia StreetBerkeley, CA MEP Engineer:

Environmental Systems Design, Inc.90 New Montgomery Street, Suite 1420San Francisco, CA Lighting:

Pritchard Peck Lighting389 Clementina StreetSan Francisco, CA Acoustics:

Salter60 South Market Street, Suite 480San Jose, CA
Historic:

Page & Turnbull170 Maiden Lane, 5th FloorSan Francisco, CA 1/25/2022 6:56:48 PM 1/4" = 1'-0" Author Checker 214043 BUILDING 2 -FLOOR PLAN -BASEMENT
02-A2.00
4315 Lincoln Ave
Oakland, CA 94602
SCALE: 1/4" = 1'-0"
BUILDING 2 - BASEMENT 01
No.: Description: Date:
100% SCHEMATIC DESIGN 2020-12-18100% DESIGN DEVELOPMENT 2021-07-16COMBINED PHASES I & II FINALDEVELOPMENT PLAN 2022-01-14

COMBINED PHASES I & II FINALDEVELOPMENT PLAN
2022-01-14
2022-01-28
Project No.:

Drawn By:Checked By:Scale:

Sheet No.:

Sheet Name:Seal & Signature:Key Plan:Civil Engineer:Issued For:

Architect:

HEAD-ROYCE SCHOOL

SKIDMORE, OWINGS & MERRILL

ONE MARITIME PLAZA
SAN FRNCISCO, CA 94111
Sherwood Design Engineers58 Maiden Lane, Third FloorSan Francisco, CA Landscape:

TLS Landscape Architecture1015 Camelia StreetBerkeley, CA MEP Engineer:

Environmental Systems Design, Inc.90 New Montgomery Street, Suite 1420San Francisco, CA Lighting:

Pritchard Peck Lighting389 Clementina StreetSan Francisco, CA Acoustics:

Salter60 South Market Street, Suite 480San Jose, CA
Historic:

Page & Turnbull170 Maiden Lane, 5th FloorSan Francisco, CA 1/25/2022 6:56:51 PM Author Checker 214043

EXTERIORWINDOW ANDDOORSCHEDULES
A8.00
4315 Lincoln Ave
Oakland, CA 94602

WINDOW SCHEDULE

MARK DESCRIPTION WIDTH HEIGHT TYPE OPERABILITY
2-213 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 2-214 B1-2 2x3 Divided Lite 3'-6" 4'-8" TYPE 2 OPERABLE 2-216 B1-2 2x3 Divided Lite 3'-6" 4'-8" TYPE 2 OPERABLE 2-217 B1-2 2x3 Divided Lite 3'-6" 4'-8" TYPE 2 OPERABLE 2-204 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 2-203 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 2-114 B1-2 2x3 Divided Lite 4'-0 1/2" 5'-3 3/8" TYPE 2 OPERABLE 2-115 B1-2 2x3 Divided Lite 4'-0 1/2" 5'-3 3/8" TYPE 2 OPERABLE 2-102 B1-2 2x3 Divided Lite 4'-6 3/4" 4'-10 1/4" TYPE 2 OPERABLE2-117 B1-2 2x3 Divided Lite 4'-6 3/4" 4'-10 1/4" TYPE 2 OPERABLE2-101 B1-2 2x3 Divided Lite 4'-6 3/4" 4'-10 1/4" TYPE 2 OPERABLE2-202 B1-2 2x3 Divided Lite 3'-6" 4'-8" TYPE 2 OPERABLE 2-218 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 2-201 B1-2 2x3 Divided Lite 3'-6" 4'-8" TYPE 2 OPERABLE 1-112 B1-2 2x3 Divided Lite 3'-4" 4'-8" TYPE 2 OPERABLE 1-111 B1-2 2x3 Divided Lite 3'-4" 4'-8" TYPE 2 OPERABLE 2-112 B1-2 2x3 Divided Lite 3'-2 1/4" 4'-8" TYPE 2 OPERABLE 2-212 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 2-211 B1-2 2x3 Divided Lite 3'-6" 4'-8" TYPE 2 OPERABLE 2-210 B1-2 2x3 Divided Lite 3'-6" 4'-8" TYPE 2 OPERABLE 2-208 B1-2 2x3 Divided Lite 3'-9" 3'-8 1/8" TYPE 2 OPERABLE 2-207 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 2-205 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 2-206 B1-2 2x3 Divided Lite 3'-5" 4'-8" TYPE 2 OPERABLE 1-209 B1-2 2x3 Divided Lite 3'-6" 3'-4" TYPE 2 OPERABLE 2-209 B1-2 2x3 Divided Lite 3'-10" 3'-9" TYPE 2 OPERABLE 2-116 B1-2 2x3 Divided Lite 4'-6 3/4" 4'-10 1/4" TYPE 2 OPERABLEB1-2 2x3 Divided Lite: 521-220 B1-2 2x4 Divided Lite 4'-2" 7'-0" TYPE 2 FIXED 2-119 B1-2 2x4 Divided Lite 4'-2" 7'-0" TYPE 2 FIXED
1-205 B1-2 2x4 Divided Lite 3'-2" 7'-0" TYPE 2 FIXED
1-215 B1-2 2x4 Divided Lite 3'-2" 7'-0" TYPE 2 FIXED
B1-2 2x4 Divided Lite: 41-108 B1-2 Full Lite 6'-0" 4'-8" TYPE 3 OPERABLE 2-111 B1-2 Full Lite 11'-10" 4'-8" TYPE 3 FIXED
2-107 B1-2 Full Lite 2'-4 1/2" 8'-2 1/2" TYPE 3 FIXED
2-110 B1-2 Full Lite 14'-0" 4'-8" TYPE 3 FIXED
2-109 B1-2 Full Lite 2'-4 1/2" 8'-2 1/2" TYPE 3 FIXED
2-108 B1-2 Full Lite 8'-2" 7'-8" TYPE 3 FIXED
2-106 B1-2 Full Lite 3'-8" 4'-10" TYPE 3 FIXED0-129 B1-2 Full Lite 2'-2 1/4" 1'-8 1/2" TYPE 2 FIXED 0-106 B1-2 Full Lite 1'-0" 1'-0" TYPE 2 FIXED
1-211 B1-2 Full Lite 4'-8" 11'-5" TYPE 3 FIXED
1-142 B1-2 Full Lite 3'-8" 4'-8" TYPE 3 OPERABLE
1-143 B1-2 Full Lite 3'-8" 4'-8" TYPE 3 OPERABLE
1-124 B1-2 Full Lite 3'-6" 4'-8" TYPE 3 OPERABLE
1-153 B1-2 Full Lite 3'-8" 4'-8" TYPE 3 FIXED
1-109 B1-2 Full Lite 2'-0" 3'-1" TYPE 2 FIXED
1-110 B1-2 Full Lite 2'-0" 3'-1" TYPE 2 FIXED
2-118 B1-2 Full Lite 2'-3" 3'-0" TYPE 2 FIXED
B1-2 Full Lite: 172-104 B2 4x4 Arch Divided Lite 4'-0" 7'-3 1/2" TYPE 2 OPERABLE2-103 B2 4x4 Arch Divided Lite 4'-0" 7'-3 1/2" TYPE 2 OPERABLEB2 4x4 Arch Divided Lite: 21-150 Building 2_Entry Window Mullion FIXEDBuilding 2_Entry Window Mullion: 11-107 HRS_B1_Corner Window 9'-6" 4'-10" TYPE 3 OPERABLEHRS_B1_Corner Window: 11-118 HRS_B1_Divided Lite_1x3(x3A) 7'-0" 5'-2" TYPE 2 OPERABLE1-117 HRS_B1_Divided Lite_1x3(x3A) 7'-0" 5'-2" TYPE 2 OPERABLEHRS_B1_Divided Lite_1x3(x3A): 21-103 HRS_B1_Divided Lite_1x3(x3B) 5'-5 1/2" 5'-2" TYPE 2 OPERABLE1-104 HRS_B1_Divided Lite_1x3(x3B) 5'-5 1/2" 5'-2" TYPE 2 OPERABLEHRS_B1_Divided Lite_1x3(x3B): 21-116 HRS_B1_Divided Lite_1x3(x3C) 7'-0" 4'-8" TYPE 2 OPERABLEHRS_B1_Divided Lite_1x3(x3C): 1Grand total: 117

WINDOW SCHEDULE

MARK DESCRIPTION WIDTH HEIGHT TYPE OPERABILITY
0-101 B0 1x2 Divided Lite 1'-8 1/4" 2'-5" TYPE 1 FIXED
B0 1x2 Divided Lite: 10-109 B0 2x3 Divided Lite 3'-3" 3'-1 5/8" TYPE 1 OPERABLE 0-103 B0 2x3 Divided Lite 3'-3" 3'-1 5/8" TYPE 1 FIXED
0-112 B0 2x3 Divided Lite 3'-3" 3'-1 5/8" TYPE 1 FIXED
B0 2x3 Divided Lite: 30-127 B0 2x4 Divided Lite 4'-0" 6'-4" TYPE 2 OPERABLE 0-125 B0 2x4 Divided Lite 4'-0" 6'-4" TYPE 2 OPERABLE
0-121 B0 2x4 Divided Lite 3'-3" 4'-4" TYPE 1 OPERABLE
0-118 B0 2x4 Divided Lite 3'-1" 4'-4" TYPE 1 FIXED
0-111 B0 2x4 Divided Lite 3'-3" 4'-1 5/8" TYPE 1 OPERABLE 0-110 B0 2x4 Divided Lite 3'-3" 4'-2 1/4" TYPE 1 OPERABLE 0-104 B0 2x4 Divided Lite 3'-3" 4'-2 1/4" TYPE 2 OPERABLE 0-122 B0 2x4 Divided Lite 3'-3" 4'-4" TYPE 1 OPERABLE
0-119 B0 2x4 Divided Lite 3'-1" 4'-4" TYPE 1 FIXED
0-108 B0 2x4 Divided Lite 3'-3" 4'-2 1/4" TYPE 1 OPERABLE 0-107 B0 2x4 Divided Lite 3'-3" 4'-2 1/4" TYPE 1 OPERABLE 0-105 B0 2x4 Divided Lite 3'-3" 4'-2 1/4" TYPE 1 OPERABLE 0-130 B0 2x4 Divided Lite 3'-10" 7'-0" TYPE 2 FIXED
0-113 B0 2x4 Divided Lite 3'-3" 4'-1 1/4" TYPE 1 OPERABLE 0-102 B0 2x4 Divided Lite 3'-8" 4'-8" TYPE 1 OPERABLE
0-120 B0 2x4 Divided Lite 3'-3" 4'-4" TYPE 1 OPERABLE
0-123 B0 2x4 Divided Lite 3'-3" 4'-4" TYPE 1 OPERABLE
0-117 B0 2x4 Divided Lite 3'-2" 4'-4" TYPE 1 OPERABLE
0-116 B0 2x4 Divided Lite 3'-2" 4'-4" TYPE 1 OPERABLE
0-115 B0 2x4 Divided Lite 3'-2" 4'-4" TYPE 1 OPERABLE
0-114 B0 2x4 Divided Lite 3'-2" 4'-4" TYPE 1 OPERABLE
B0 2x4 Divided Lite: 210-126 B0 2x5 Divided Lite 4'-0" 10'-6" TYPE 1 OPERABLE 0-124 B0 2x5 Divided Lite 4'-0" 10'-6" TYPE 1 OPERABLE
0-128 B0 2x5 Divided Lite 4'-0" 10'-6" TYPE 1 OPERABLE
B0 2x5 Divided Lite: 30-131 B0 3x6 Divided Lite 4'-1" 6'-5 3/4" TYPE 1 OPERABLE 0-133 B0 3x6 Divided Lite 4'-1" 6'-5 3/4" TYPE 1 OPERABLE 0-134 B0 3x6 Divided Lite 4'-1" 6'-5 3/4" TYPE 1 OPERABLE 0-132 B0 3x6 Divided Lite 4'-1" 6'-5 3/4" TYPE 1 OPERABLE 0-135 B0 3x6 Divided Lite 4'-1" 6'-5 3/4" TYPE 1 OPERABLE B0 3x6 Divided Lite: 51-210A B1 1x4 Divided Lite 2'-6" 7'-0 1/2" TYPE 1 FIXED 1-210B B1 1x4 Divided Lite 2'-6" 7'-0 1/2" TYPE 1 FIXED B1 1x4 Divided Lite: 21-113 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 1-105 B1-2 2x3 Divided Lite 3'-4" 4'-8" TYPE 2 OPERABLE 1-119 B1-2 2x3 Divided Lite 4'-2" 5'-2" TYPE 2 OPERABLE 1-102 B1-2 2x3 Divided Lite 4'-2" 5'-2" TYPE 2 OPERABLE 1-106 B1-2 2x3 Divided Lite 3'-4" 4'-8" TYPE 2 OPERABLE 1-207 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 1-208 B1-2 2x3 Divided Lite 3'-6" 4'-8" TYPE 2 OPERABLE 1-213 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 1-212 B1-2 2x3 Divided Lite 3'-6" 4'-8" TYPE 2 OPERABLE 1-203 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 1-202 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 1-120 B1-2 2x3 Divided Lite 4'-2" 5'-2" TYPE 2 OPERABLE 1-201 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 1-219 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 1-204 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 1-206 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 1-217 B1-2 2x3 Divided Lite 3'-6" 4'-8" TYPE 2 OPERABLE 1-114 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 1-115 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 1-216 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 1-214 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE 1-101 B1-2 2x3 Divided Lite 4'-2" 5'-2" TYPE 2 OPERABLE 1-218 B1-2 2x3 Divided Lite 3'-6" 4'-8" TYPE 2 OPERABLE 2-113 B1-2 2x3 Divided Lite 3'-2 1/4" 4'-8" TYPE 2 OPERABLE 2-215 B1-2 2x3 Divided Lite 3'-8" 4'-8" TYPE 2 OPERABLE NOTE: REFER TO HISTORIC DRAWINGS FOR TYPICAL WINDOW NOTES AND DETAILS No.: Description: Date:
100% SCHEMATIC DESIGN 2020-12-18100% DESIGN DEVELOPMENT 2021-07-16COMBINED PHASES I & II FINALDEVELOPMENT PLAN 2022-01-14
DOOR SCHEDULE_EXTERIOR
NUMBER
DOOR

WIDTH HEIGHT COMMENTS
1-204EE 4'-6" 5'-6"E0-101 3'-0" 6'-8" REPLACE (E) WITH (N) HISTORICALLY SYMPATHETIC DOOR AND FRAME. PROVIDE EGRESS HARDWARE.E0-102 3'-0" 6'-8" REPLACE (E) WITH (N) HISTORICALLY SYMPATHETIC DOOR AND FRAMEE0-103 2'-11" 6'-6 1/4" (N) HISTORICALLY SYMPATHETIC DOOR AND FRAME.E0-104 2'-11" 6'-6 1/4" (N) HISTORICALLY SYMPATHETIC DOOR AND FRAME. PROVIDE EGRESS HARDWARE.E0-105 5'-0" 7'-0" REPLACE (E) WITH (N) HISTORICALLY SYMPATHETIC DOOR AND FRAMEE1-101 3'-0" 6'-7 1/4" (N) HISTORICALLY SYMPATHETIC DOOR AND FRAME. PROVIDE EGRESS HARDWARE.E1-102 3'-0" 6'-8 1/2" RESTORE (E) DOOR AND FRAME. PROVIDE EGRESS HARDWARE.E2-101 3'-3 1/2" 6'-8" REPLACE (E) WITH (N) HISTORICALLY SYMPATHETIC DOOR AND FRAMEE2-102 3'-0" 8'-0" (N) HISTORICALLY SYMPATHETIC DOOR AND FRAME. PROVIDE EGRESS HARDWARE.E2-103 0" 0" (N) DOOR AND FRAME, GARAGEE2-104 3'-2" 6'-6 1/4" (N) HISTORICALLY SYMPATHETIC DOOR AND FRAME. PROVIDE EGRESS HARDWARE.

COMBINED PHASES I & II FINALDEVELOPMENT PLAN
2022-01-14
2022-01-28
LINCOLN AVENUE
CHARLESTON STREET
LAGUNA AVE LINNET AVE
ALIDA CT
ALIDA STREET

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

COMPACT

COMPACT STOP STOP
STOP
STOP

STATION VAN
VAN
VAN EV EV EV STATION EV STATION EV STATION EV STATION EV EV VANPOOL CLEAN AIR EV VANPOOL CLEAN AIR EV VANPOOL CLEAN AIR EV VANPOOL CLEAN AIR EV VANPOOL CLEAN AIR EV VANPOOL CLEAN AIR EV VANPOOL CLEAN AIR EV VANPOOL CLEAN AIR EV VANPOOL CLEAN AIR EV VANPOOL CLEAN AIR EV VANPOOL CLEAN AIR PERKINS ROAD HEAD-ROYCE SCHOOL OAKLAND, CA SANTA ROSA MIDDLETOWN HIDDEN VALLEY LAKE WILBUR SPRINGS CLEAR LAKE LAKE BERRYESSA ST HELENA CALISTOGALOWER LAKE BUTTS AETNA SPRINGSNAPA PETALUMA FAIRFIELD SAN FRANCISCO SACRAMENTO SAN FRANCISCO BAY SAN PABLO BAY PACIFIC OCEAN 101 128 84 580 CANYON RD VALLEJOBERKELEY OAKLAND 580 880 680 505 5 80 80 5 29 29 37 1 121 128 128 20 53 175 175 29 29 29 16 16 113 20 580SUISUN BAY GRIZZLY BAY HONKER BAY 12113 116 116 12 116 12 121 13 PROJECT SITE LOCATION MAP SCALE: 1"=100' North North VICINITY MAP SCALE: NTS SHEET INDEX THE CIVIL SCOPE FOR THE HEAD-ROYCE SCHOOL PHASE 1 DEVELOPMENTAL PROJECT INCLUDES: · DEMOLITION OF THE EXISTING SITE, · PROPOSED GRADING OF THE PARKING LOTS AND LOOP ROAD, · STRIPING AT THE PARKING LOTS, · NEW UTILITY SERVICES FOR WATER, SANITARY SEWER, AND STORM, · STORMWATER MANAGEMENT, AND · AN ALTERNATIVE WATER SYSTEMS PLAN. CIVIL SCOPE OF WORK APPLICABLE CODES AND STANDARDS THE DESIGN SHOWN IN THESE DRAWINGS WAS BASED UPON THE FOLLOWING STANDARDS. IN THE EVENT OF CONFLICTING REQUIREMENTS, THE WORK SHALL FOLLOW THE MORE STRINGENT STANDARD OR THE ORDER LISTED BELOW. · CITY OF OAKLAND STANDARD SPECIFICATIONS AND DETAILS · EAST BAY MUNICIPAL UTILITY DISTRICT (EBMUD) CODES AND REGULATIONS · ALAMEDA COUNTY C.3 STORMWATER TECHNICAL GUIDANCE MANUAL · OSHPD STANDARDS GEOTECHNICAL REPORT THE CONTRACTOR SHALL FAMILIARIZE HIMSELF OR HERSELF WITH THE GEOTECHNICAL REPORT, ENTITLED XXXXX, DATED XX.XX.XX BY XXXXX, AND KEEP A COPY OF THIS REPORT ON SITE. THE GEOTECHNICAL REPORT IS AN INTEGRAL PART OF THE CONTRACT DOCUMENTS AND ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED THEREIN. UNAUTHORIZED CHANGE AND USE (CONTINUATION) 2. THE CIVIL DESIGN ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ANY MODIFICATIONS TO THIS DOCUMENT, WITHOUT THE WRITTEN PERMISSION OF SHERWOOD DESIGN ENGINEERS, LTD., SHALL RENDER THE PLANS INVALID AND UNUSABLE. 3. NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING, OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF SHERWOOD DESIGN ENGINEERS, LTD., EXCEPT THAT ANY REGULATORY AUTHORITY MAY REPRODUCE AND TRANSMIT COPIES, AS REQUIRED, IN CONJUNCTION WITH PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. 1. EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS IS BASED ON SURVEY BY SANDIS. ADDRESS: 605 CASTRO STREET, MOUNTAIN VIEW, CA 94041 PHONE NUMBER: 650.969.6900 DATE OF SURVEY: 06/10/2019 2. BENCHMARK: · CITY OF OAKLAND MONUMENT 60/F IN THE CENTERLINE OF LINCOLN AVENUE APPROXIMATELY HALFWAY BETWEEN THE CROSS STREETS OF ALIDA STREET AND PERKINS ROAD. 3. GRADES ENCOUNTERED ON-SITE MAY VARY FROM THOSE SHOWN. CONTRACTOR SHALL REVIEW THE PLANS AND SPECIFICATIONS AND CONDUCT FIELD INVESTIGATIONS TO VERIFY EXISTING CONDITIONS AT THE PROJECT SITE. 4. CONSTRUCTION STAKING SHALL BE PERFORMED BY A LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA. SURVEY UNAUTHORIZED CHANGE AND USE 1. SHERWOOD DESIGN ENGINEERS, LTD. SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR PROCEDURES UTILIZED BY THE CONTRACTOR, FOR THE SAFETY OF THE PUBLIC OR CONTRACTOR'S EMPLOYEES, OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUR THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. C0.00 COVER SHEET AS NOTED 1 15 FWA | JCP SG SITE IMPROVEMENT PROJECT
HEAD ROYCE SCHOOL
4315 LINCOLN AVE.

OAKLAND, CA 94602
P:\2013\13-274.1_Head_Royce\03_Design\01_CAD\ON-SITE\C0.00 Cover Sheet.dwg ,C0.00,Jasmine Pimentel ,1/11/2022 6:30:21 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 NOT FOR CONSTRUCTION C0.00 COVER SHEET C0.01 GENERAL NOTES C0.11 EROSION CONTROL PLAN C0.12 EROSION CONTROL PLAN C0.21 STORMWATER MANAGEMENT PLAN C0.22 STORMWATER MANAGEMENT PLAN C0.23 STORMWATER MANAGEMENT PLAN C2.01 SITE IMPROVEMENT PLAN C2.02 SITE IMPROVEMENT PLAN C4.00 GRADING PLAN OVERALL SHEET C7.00 DETAILS C7.01 DETAILS C7.02 DETAILS C7.03 DETAILS C7.04 DETAILS AB AGGREGATE BASE ABD ABANDONED AC ASPHALT CONCRETE AD AREA DRAIN ADA AMERICANS WITH DISABILITIES ACT BO BOTTOM BIO BIORETENTION BS BOTTOM OF STEP BW BOTTOM OF WALL / BACK OF WALK C&G CURB AND GUTTER CB CATCH BASIN CF CUBIC FEET CL CENTERLINE CO CLEAN OUT COMM COMMUNICATIONS CONC CONCRETE DEMO DEMOLISH DI DRAINAGE INLET DS DOWN SPOUT DW DOMESTIC WATER E EAST (E) EXISTING EB ELECTRICAL BOX EBMUD EAST BAY MUNICIPAL UTILITY DISTRICT EC END CURVE EL, ELEV ELEVATION ELEC ELECTRIC EP EDGE OF PAVEMENT EVA EMERGENCY VEHICLE ACCESS FC FACE OF CURB FD FOUNDATION DRAIN / FRENCH DRAIN FFE FINISHED FLOOR ELEVATION FG FINISH GRADE (SOFTSCAPE) FH FIRE HYDRANT FL FLOWLINE FS FINISH SURFACE (HARDSCAPE) FT FEET FTP FLOW THROUGH PLANTER FW FIRE WATER G GAS GB GRADE BREAK GM GAS METER GV GATE VALVE GW GRAY WATER HB HOSE BIB HDPE HIGH-DENSITY POLYETHYLENE HP HIGH POINT/ HINGE POINT HT HEIGHT HV HIGH VOLTAGE INV INVERT OF PIPE OR CHANNEL IRR IRRIGATION JB JUNCTION BOX LA LANDSCAPE ARCHITECT LF LINEAR FEET LP LIGHT POLE / LOW POINT LT LEFT MAX MAXIMUM MH MANHOLE MIN MINIMUM N NORTH NFC NOT FOR CONSTRUCTION NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OSHPD OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT (P) PROPOSED PA PLANTED AREA PD PERIMETER DRAIN PED PEDESTRIAN PG&E PACIFIC GAS AND ELECTRIC PIV POST INDICATOR VALVE PL PROPERTY LINE POC POINT OF CONNECTION PRW PRESSURIZED RAINWATER PSI POUNDS PER SQUARE INCH PUE PUBLIC UTILITY EASEMENT PVMT PAVEMENT R, RAD RADIUS RC RELATIVE COMPACTION RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RET RETAINING RIM TOP OF STRUCTURE GRATE/ COVER RW RAINWATER RWL RAINWATER LEADER S SLOPE SAP SEE ARCHITECTURAL PLANS SD STORM DRAIN SDCO STORM DRAIN CLEAN OUT SDE SHERWOOD DESIGN ENGINEERS SDMH STORM DRAIN MANHOLE SEP SEE ELECTRICAL PLANS SF SQUARE FEET SLP SEE LANDSCAPE PLANS SMP SEE MECHANICAL PLANS SPD SEE PLUMBING DRAWINGS SPRK FW SPRINKLER LINE SQ SQUARE SS SANITARY SEWER SSCO SANITARY SEWER CLEAN OUT SSMH SANITARY SEWER MANHOLE SSP SEE STRUCTURAL PLANS STD STANDARD STM STEAM SW SIDEWALK TB TOP OF BANK TBD TO BE DETERMINED TBM TEMPORARY BENCHMARK TBR TO BE REMOVED TC TOP OF CURB TD TRENCH DRAIN TEL TELEPHONE TEMP TEMPORARY TG TOP OF GRATE TS TOP OF STEP TW TOP OF WALL TYP TYPICAL UD UNDERDRAIN UG UNDERGROUND UON UNLESS OTHERWISE NOTED VERT VERTICAL VIF VERIFY IN FIELD W WATER WALK WALKWAY/SIDEWALK WM WATER METER WS WATER SURFACE ABBREVIATIONS Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM 214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28

1. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. THE GEOTECHNICAL REPORT IS AN INTEGRAL PART OF THE CONTRACT DOCUMENTS AND ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED THEREIN. 2. SHOULD IT APPEAR THAT THE WORK OUTLINED ON THESE PLANS IS NOT SUFFICIENTLY DETAILED OR SPECIFIED IN THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER BEFORE PROCEEDING WITH THE WORK IN QUESTION AND REQUEST CLARIFICATION. 3. WHEN SPECIFICATIONS OR STANDARDS FROM DIFFERENT AUTHORITIES DIFFER FOR THE SAME SUBJECT MATTER, NOTIFY OWNER FOR CLARIFICATION. 4. CONSTRUCTION STAKING SHALL BE PERFORMED BY A LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA. 5. UTILITIES AND UNDERGROUND FACILITIES INDICATED ARE FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND DEPTH WITH THE APPROPRIATE AGENCIES AND /OR FIELD INVESTIGATION. 6. THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT ONE CALL PROGRAM 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING THE TOLL-FREE NUMBER 800-227-2600. EXCAVATION IS DEFINED AS REMOVING MATERIAL 18 INCHES OR MORE BELOW EXISTING GRADE. 7. ALL MATERIALS REQUIRED FOR THE COMPLETE EXECUTION OF THE PROJECT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL ADJUST TO FINAL GRADE EXISTING AND/OR NEW MANHOLES, CURB INLETS, CATCH BASINS, VALVES, VAULTS, MONUMENT COVERS, AND OTHER CASTINGS WITHIN THE WORK AREA TO FINAL GRADE IN PAVEMENT AND LANDSCAPE AREAS, UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR SHALL POST ON SITE EMERGENCY TELEPHONE NUMBERS FOR AMBULANCE, POLICE, FIRE DEPARTMENTS, AND THOSE AGENCIES RESPONSIBLE FOR MAINTENANCE OF UTILITIES IN THE VICINITY OF THE JOB SITE. 10. THE CONTRACTOR SHALL MAINTAIN ON-SITE AND IN ALL VEHICLES A COPY OF THE SPILL PREVENTION AND RESPONSE PLAN AND SHALL BE KNOWLEDGEABLE OF THE REPORTING REQUIREMENTS AND PROCEDURES. 11. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. 12. CONTRACTOR SHALL COMPLY WITH STATE, COUNTY AND CITY LAWS AND ORDINANCES; AND REGULATIONS OF THE DEPARTMENT OF INDUSTRIAL RELATIONS, OSHA AND INDUSTRIAL ACCIDENT COMMISSION RELATING TO SAFETY AND CHARACTER OF WORK, EQUIPMENT AND LABOR PERSONNEL. 13. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING 24-HOUR PER DAY DUST CONTROL. DUST CONTROL MEASURES SHALL BE APPLIED AS NECESSARY, OR AS DIRECTED BY THE CITY TO PREVENT THE TRANSPORT OFF-SITE OF ANY DUST OR OTHER AIRBORNE NUISANCE. 14. TRUCKS HAULING DIRT AND DEBRIS SHALL BE COVERED TO REDUCE WINDBLOWN DUST SPILLS. 15. ON-SITE STOCKPILES OF IMPORTED AND EXCAVATED MATERIAL TO BE LEFT IN PLACE FOR MORE THAN 24 HOURS SHALL BE COVERED AND WATERED TO PREVENT DUST AND RUNOFF. 16. DURING CONSTRUCTION, THE PUBLIC STREETS SHALL BE CLEANED AS OFTEN AS REQUIRED TO REMOVE ACCUMULATION OF MUD AND DEBRIS RESULTING FROM CONSTRUCTION. IF IMPORT OR EXPORT OF DIRT IS NECESSARY, THE CONTRACTOR SHALL OBTAIN AN APPROVAL FOR THE HAULING ROUTE FROM THE TOWN BUILDING DEPARTMENT. THE HAULING ROUTES SHALL BE STRICTLY ADHERED TO BY THE CONTRACTOR AND SUBCONTRACTORS. 17. STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT ON CITY STREETS WILL NOT BE PERMITTED. 18. CONSTRUCTION EQUIPMENT, TOOLS, ETC. SHALL NOT BE CLEANED OR RINSED INTO A STREET, GUTTER, OR STORM DRAIN. 19. TRAFFIC CONTROL SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 20. THE CONTRACTOR SHALL MAINTAIN THE WORKSITE AND ADJACENT AREAS IN A CLEAN AND ORGANIZED MANNER THROUGHOUT THE PROJECT DURATION. 21. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING SITE FEATURES/STRUCTURES NOT SPECIFICALLY SHOWN TO BE REMOVED. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL MITIGATION TO DAMAGED SITE FEATURES/STRUCTURES. 22. THE COST OF PROTECTION AND/OR REPAIR OF THE CONTRACTOR'S WORK AS AFFECTED BY STORMWATER DURING A STORM EVENT SHALL BE THE CONTRACTOR'S RESPONSIBILITY UNTIL THE IMPROVEMENTS HAVE BEEN ACCEPTED BY THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT PROPERTIES OR IMPROVEMENTS AS A RESULT OF NOT PROTECTING SUCH AREAS FROM STORMWATER FLOWING BEYOND THE WORK AREA. 23. THE COST OF CORRECTIVE WORK REQUIRED FOR COMPLETION AND/OR ACCEPTANCE OF THE WORK NECESSITATED BECAUSE OF UNSATISFACTORY WORKMANSHIP OR MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 24. PRIOR TO THE CONCLUSION OF THE WORK, THE CONTRACTOR SHALL RESTORE TO THEIR PREVIOUS CONDITION OR REPLACE, AT NO ADDITIONAL COST TO THE OWNER, ALL DAMAGED PROPERTY (WALLS, FENCES, UTILITIES, PAVEMENT, CURB MARKINGS, SIGNS, ETC) OR SITE FEATURE WHICH ARE DAMAGED DUE TO THE CONTRACTOR'S WORK. THIS REPAIR, REPLACEMENT, AND CLEANUP OF WORK SHALL BE SUBJECT TO THE APPROVAL AND ACCEPTANCE OF THE OWNER. 25. UPON SATISFACTORY COMPLETION OF THE WORK, THE WORK SITE SHALL BE CLEANED AND LEFT WITH A SMOOTH AND NEATLY GRADED SURFACE FREE OF CONSTRUCTION WASTE AND RUBBISH OF ANY NATURE BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 26. ARTICLE 87 OF THE UNIFORM FIRE CODE SHALL BE FOLLOWED FOR AREAS UNDER CONSTRUCTION. CONTACT THE CITY OF OAKLAND FOR SPECIFIC REQUIREMENTS FOR BUILDINGS UNDER CONSTRUCTION. 27. THE CONTRACTOR SHALL ABIDE BY THE RULES AND REGULATIONS OF THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS PERTAINING TO EXCAVATIONS AND TRENCHES. 28. CONSTRUCTION ACTIVITY SHALL BE RESTRICTED TO THE HOURS APPROVED BY CITY OF OAKLAND. GENERAL NOTES C0.01 GENERAL NOTES N.T.S. 2 15 FWA | JCP SG SITE IMPROVEMENT PROJECT
HEAD ROYCE SCHOOL
4315 LINCOLN AVE.

OAKLAND, CA 94602
P:\2013\13-274.1_Head_Royce\03_Design\01_CAD\ON-SITE\C0.00 Cover Sheet.dwg ,C0.01,Jasmine Pimentel ,1/11/2022 6:30:25 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 NOT FOR CONSTRUCTION APPLICABLE CODES AND STANDARDS THE CONTRACTOR SHALL FAMILIARIZE HIMSELF OR HERSELF WITH THE GEOTECHNICAL REPORT, ENTITLED "XXXXX", DATED XX/XX/XX, BY XXX, AND KEEP A COPY OF THIS REPORT ON SITE. THE GEOTECHNICAL REPORT IS AN INTEGRAL PART OF THE CONTRACT DOCUMENTS AND ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED THEREIN. DEMOLITION NOTES 1. SEDIMENT AND EROSION CONTROL MEASURES, AS SPECIFIED IN THE PROJECT SWPPP AND EROSION CONTROL PLAN AND DETAILS, SHALL BE INSTALLED PRIOR TO START OF DEMOLITION. 2. THE CONTRACTOR SHALL PHOTO DOCUMENT EXISTING CONDITIONS OF ADJACENT BUILDINGS AND STRUCTURES PRIOR TO COMMENCEMENT OF WORK. 3. ALL AREAS TO BE IMPROVED SHALL BE STRIPPED OF CONCRETE, LOOSE SURFACE SOIL, VEGETATION, ASPHALT, UTILITY CONDUIT, FOUNDATIONS AND BASE LAYERS, UNLESS OTHERWISE INDICATED. ANY RESULTING EXCAVATIONS THAT EXTEND BELOW FINISHED SUBGRADE SHALL BE BACKFILLED PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 4. ALL EXCAVATED AND DEMOLISHED MATERIALS NOT SPECIFIED TO BE REUSED SHALL BE IMMEDIATELY DISPOSED OF ACCORDING TO LOCAL REGULATIONS AND REQUIREMENTS AND NOT ALLOWED TO STOCKPILE ON SITE. 5. ALL PAVEMENT, FLATWORK AND STRUCTURES TO BE PARTIALLY REMOVED SHALL BE NEATLY SAWCUT [IN ACCORDANCE WITH THE SPECIFICATIONS or TO FORM A CLEAN EDGE AGAINST WHICH NEW PAVEMENT WILL BE FORMED]. SAWCUT EDGES SHALL BE PROTECTED TO ASSURE A NEAT LINE OF CONFORMANCE WITH THE ADJACENT SURFACE. ANY DAMAGED EDGE SHALL BE SAWCUT BACK TO WHERE A CLEAN COMPETENT EDGE CAN BE ACHIEVED, AT THE EXPENSE OF THE CONTRACTOR. 6. PIPES AND CONDUITS TO BE REMOVED SHALL BE REMOVED BACK TO THE NEAREST MANHOLE, JUNCTION BOX, PULL BOX OR OTHER RELEVANT STRUCTURE. THE CONDUIT SHALL BE FULLY REMOVED WHERE IT CAN BE DONE WITHOUT DAMAGE TO THE EXISTING STRUCTURE TO REMAIN AND THE STRUCTURE REPAIRED TO A NEAT, SMOOTH SURFACE. OTHERWISE, THE CONDUIT SHALL BE CUT, PLUGGED AND CAPPED IN ACCORDANCE WITH THE UTILITY OWNER'S STANDARDS. GRADING NOTES 1. ALL GRADING SHALL COMPLY WITH APPLICABLE PERMITS, LOCAL ORDINANCES AND RECOMMENDATIONS OF THE GEOTECHNICAL REPORT REFERENCED UNDER GENERAL NOTES. 2. WHEN GRADING ACTIVITIES COMMENCE MORE THAN 30 DAYS AFTER GRUBBING ACTIVITIES, THE AREA SHALL BE SEEDED WITH PLANT MATERIAL TO CONTROL EROSION. ROOT DEPTH OF SUCH PLANT MATERIAL NOT TO EXCEED 4 INCHES. 3. ALL COMPACTION TESTS AND FINAL GRADING REPORT SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE PRIOR TO SCHEDULING INSPECTIONS. 4. CUT AND/OR FILL SLOPES SHALL NOT EXCEED SLOPE RECOMMENDED BY GEOTECHNICAL ENGINEER. (TEMPORARY SLOPE [1V:3H] ; PERMANENT SLOPE [1V:2.5H]) 5. PROVIDE FINISHED GRADE AS SHOWN ON PLANS. MAINTAIN MIN. 3% SLOPE AWAY FROM BUILDING IN SOFTSCAPE OR 1.5% AWAY FROM BUILDING IN HARDSCAPE. 6. PROVIDE MIN. SOIL COMPACTION OF 90% RELATIVE COMPACTION FOR FILLS BENEATH PROPOSED FLATWORK; 95% RELATIVE COMPACTION FOR FILLS BENEATH VEHICULAR PAVEMENT; AND 85% IN SOFTSCAPE OR LANDSCAPE AREAS, UNLESS OTHERWISE NOTED. ADA NOTES 1. ALL SITE WORK SHALL BE IN CONFORMANCE WITH TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE AND WITH THE AMERICANS WITH DISABILITIES ACT. 2. A 2% MAXIMUM SLOPE LANDING SHALL BE PROVIDED AT PRIMARY ENTRANCES OF THE BUILDINGS. THE LANDINGS SHALL HAVE A MINIMUM DEPTH OF 60” WHEN THE DOOR OPENS INTO THE BUILDING OR 42” PLUS THE WIDTH OF THE DOOR WHEN THE DOOR OPEN ONTO THE LANDING. 3. ENTRANCE RAMPS TO BUILDINGS SHALL NOT EXCEED A SLOPE OF 1:20 (5%), UNLESS RAILINGS ARE PROVIDED PER THE ARCHITECTURAL/LANDSCAPE PLANS. RAMP SLOPE SHALL NOT EXCEED 1:12 (8.33%). 4. RAMPS ARE DEFINED AS ANY WALKWAY BETWEEN THE SLOPES OF 1:20 (5%) AND 1:12 (8.33%) AND SHALL HAVE A 2% MAXIMUM CROSS SLOPE. RAMPS EXCEEDING A VERTICAL RISE OF 2'-6” SHALL HAVE INTERMEDIATE LANDINGS WITH A 2% MAXIMUM SLOPE, IN ANY DIRECTION, AND A MINIMUM LENGTH OF 60” IN THE DIRECTION OF TRAVEL. BOTTOM LANDINGS AND LANDINGS AT CHANGES IN RAMP DIRECTION SHALL HAVE A MINIMUM LENGTH OF 72”. ALL RAMPS SHALL HAVE HANDRAILS (SEE ARCHITECTURAL PLANS). 5. MAXIMUM CROSS SLOPE ON ANY SIDEWALK OR RAMP SHALL BE 2% SLOPE. 6. CURB RAMPS SHALL NOT EXCEED A SLOPE OF 1:12 (8.33%). 7. MAXIMUM 2% SLOPE, IN ANY DIRECTION, WITHIN FULL EXTENTS OF ACCESSIBLE PARKING STALLS AND ACCESS AISLES. DRAINAGE NOTES 1. CONTRACTOR TO PROVIDE STORM DRAIN PIPES OF SIZE, LENGTH AND SLOPE INDICATED ON THE DRAWINGS. 2. THE CONTRACTOR IS RESPONSIBLE TO OPERATE AND MAINTAIN ALL DRAINAGE STRUCTURES AND FEATURES UNTIL FINAL ACCEPTANCE BY THE OWNER. FEATURES SUCH AS BIOSWALES AND OTHER LOW-IMPACT DEVELOPMENT (LID) ELEMENTS SHALL NOT BE USED FOR IMPOUNDMENT OR EROSION/SEDIMENT CONTROL DURING CONSTRUCTION UNLESS THOROUGHLY PROTECTED FROM SILT-UP OR CLOGGING. CLEAN UP OR REPLACEMENT OF SOILS IMPACTED BY CONSTRUCTION ACTIVITIES OR RUNOFF PRIOR TO HAND-OVER SHALL BE REPLACED PER ORIGINAL DESIGN AT THE CONTRACTOR'S EXPENSE. UTILITY NOTES 1. UNLESS OTHERWISE NOTED, PIPE MATERIALS SHALL BE AS FOLLOWS: A. DOMESTIC WATER - [AWWA C900, CLASS 235 PVC (BLUE) WITH BELL AND SPIGOT, PUSH-ON JOINTS WITH FACTORY INSTALLED ELASTOMERIC GASKET PER ASTM F477] B. FIRE WATER - [DUCTILE IRON PER ASNI A21.50/51 WITH FACTORY APPLIED CEMENT MORTAR LINING PER ANSI A21.4 AND FLANGED JOINTS PER ASNI B16.1, CLASS 125] C. NON-POTABLE WATER - [HDPE PER ASTM D3350 (WITH PURPLE STRIPE) WITH BUTT HEAT FUSION JOINTS PER ASTM D3261] D. IRRIGATION WATER - [SCHED 40 PVC PER ASTM D2466 WITH PVC FLEX HOSE FOR SPRINKLER RUNS AND SCHED 40 PVC FITTINGS] E. STORM DRAIN - [CORRUGATED PE DRAINAGE PIPE AND FITTINGS PER AASHTO M252M/M294M, TYPE S WITH SMOOTH WATERWAY; SILTTIGHT PE COUPLINGS WITH ASTM D 1056, TYPE 2, CLASS A GRADE 2 GASKET MATERIAL THAT MATES WITH PIPE AND FITTINGS] F. SANITARY SEWER - DIP OR HDPE; MATERIAL TO MATCH SERVICE LATERAL FOR FARMSTEAD LODGE DEVELOPMENT PROJECT (UNDER SEPARATE PERMIT). 2. PIPE TRENCHES SHALL BE EXCAVATED INTO UNDISTURBED NATIVE SOIL OR ENGINEERED AND COMPACTED FILL. IN NO EVENT SHALL PIPE BE INSTALLED IN A PROPOSED SLOPE WITH FILL PLACED OVER IT. 3. PIPE TRENCHES SHALL BE OF ADEQUATE WIDTH TO PERMIT COMPACTION TO THE REQUIRED RELATIVE DENSITY UNDER THE HAUNCH OF THE PIPE. 4. ALL PIPE SHALL BE PLACED ON COMPETENT SOIL, AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER, SUCH THAT THE FULL LENGTH OF PIPE REST ON THE TRENCH BOTTOM. HAND EXCAVATE AT THE JOINTS AND FITTINGS WHERE REQUIRED TO AVOID POINT LOADING. 5. GRANULAR BEDDING SHALL BE PLACED TO A DEPTH INDICATED IN THE DRAWINGS WHERE ROCKY OR POORLY DRAINING SOILS ARE FOUND. CONTRACTOR SHALL USE ONLY MATERIALS THAT HAVE BEEN SUBMITTED TO AND APPROVED BY THE GEOTECHNICAL ENGINEER FOR BEDDING AND BACKFILL MATERIAL AND MAY INCLUDE NATIVE SOIL IF IT MEETS PROJECT REQUIREMENTS. 6. BACKFILL PIPE TRENCHES AS FOLLOWS: A. PIPE ZONE: ACCEPTABLE PIPE ZONE BACKFILL MATERIAL SHALL BE POORLY GRADED GRANULAR MATERIAL FREE OF CLAY, ORGANICS, FINES OR CLUMPS/STONES LARGER THAN 3-INCHES. B. BELOW THE HAUNCH: HAND PLACE APPROVED PIPE ZONE BACKFILL MATERIAL AND COMPACT BY HAND TAMPING TO FILL ALL VOIDS TO THE EXTENT PRACTICAL. C. SPRINGLINE TO 12-INCHES ABOVE THE PIPE: HAND PLACE ACCEPTABLE PIPE ZONE BACKFILL MATERIAL AND COMPACT USING HAND METHODS. DO NOT DROP FILL ONTO PIPE. DO NOT USE WHEELED METHODS TO COMPACT. D. TRENCH BACKFILL TO 12-INCHES ABOVE THE PIPE: BACKFILL WITH SUITABLE MATERIAL IN LIFTS NOT EXCEEDING 8-INCHES. COMPACT TO THE RELATIVE DENSITY REQUIRED. BACKFILL EVENLY ON BOTH SIDES OF THE PIPE SO AS TO AVOID DISPLACEMENT OF THE PIPE. DO NOT ALLOW WHEELED COMPACTION METHODS OVER THE PIPE UNTIL BACKFILL REACHES AT LEAST 3-FT ABOVE TOP OF PIPE. E. TOP ZONE: PLACE AND COMPACT MATERIAL TO FINAL GRADE ACCORDING TO THE PROPOSED SURFACE TREATMENT. IN PAVED AREAS, PLACE APPROPRIATE SUBBASE; IN LANDSCAPE AREAS, PLACE TOPSOIL PER LANDSCAPE PLANS, ETC. 7. GRAVITY SYSTEMS SHALL BE INSTALLED TO THE LINE AND GRADE INDICATED. IF A CONFLICT IS IDENTIFIED, THE CONTRACTOR SHALL PROPOSE A SOLUTION TO THE ENGINEER AND WILL STOP WORK ON THE PIPE UNTIL THE ENGINEER ISSUES NEW ALIGNMENT OR ACCEPTS THE CONTRACTOR'S PROPOSED RESOLUTION IN WRITING. 8. GRAVITY PIPE SHALL BE INSTALLED BEGINNING AT THE LOW POINT OF EACH RUN AND PROCEEDING UPHILL. CONTRACTOR SHALL CONFIRM THAT THE HIGH POINT OF THE PIPE IS BELOW THE FINISHED GRADE PRIOR TO GRAVITY PIPE INSTALLATION. 9. ALL PIPE BENDS SHALL BE PRE-FABRICATED FITTINGS UNLESS SPECIAL FABRICATION IS APPROVED IN ADVANCE BY THE ENGINEER. NO FIELD-CONSTRUCTED FITTINGS SHALL BE INCORPORATED INTO THE WORK WITHOUT PRIOR APPROVAL OF THE ENGINEER. 10. ALL STRUCTURE RIMS (EXISTING AND PROPOSED) SHALL BE SET OR ADJUSTED TO BE FLUSH WITH ADJACENT PAVEMENT OR FINISHED GRADE, UNLESS OTHERWISE NOTED. 11. METALLIC PIPES SHALL BE SLEEVED, COATED OR PROVIDED WITH OTHER CATHODIC PROTECTION PER DIRECTION FROM THE CORROSION ENGINEER WHERE PLACED IN CORROSIVE SOILS. THE CONTRACTOR SHALL CONFIRM WITH THE GEOTECHNICAL ENGINEER THAT CORROSIVE SOILS ARE [NOT] PRESENT IN THE PROJECT AREA. 12. IF A UTILITY PROVIDER REQUIRES THAT WORK ASSOCIATED WITH THEIR FACILITIES BE PERFORMED BY ITS OWN OR ANOTHER UTILITY-CERTIFIED CONTRACTOR, THE CONTRACTOR SHALL PROVIDE INFORMATION AND FACILITATE COORDINATION TO ACCOMPLISH THE REQUIRED WORK EFFECTIVELY. GEOTECHNICAL REPORT THE DESIGN SHOWN IN THESE DRAWINGS WAS BASED UPON THE FOLLOWING STANDARDS. IN THE EVENT OF CONFLICTING REQUIREMENTS, THE WORK SHALL FOLLOW THE MORE STRINGENT STANDARD OR THE ORDER LISTED BELOW. · CITY OF OAKLAND STANDARD SPECIFICATIONS AND DETAILS · EAST BAY MUNICIPAL UTILITY DISTRICT (EBMUD) CODES AND REGULATIONS · ALAMEDA COUNTY C.3 STORMWATER TECHNICAL GUIDANCE MANUAL · OSHPD STANDARDS 1. EXISTING TREES SHALL BE PROTECTED DURING CONSTRUCTION UNLESS IDENTIFIED FOR REMOVAL. SEE ARBORIST REPORT FOR MORE INFORMATION. TREE NUMBERS CORRESPONDING TO TREES IDENTIFIED IDENTIFIED IN THE ARBORIST REPORT. 2. TREE PROTECTION, RELOCATION AND REMOVAL SYMBOLS FOR REFERENCE ONLY. CONTRACTOR TO REFER TO LANDSCAPE PLANS FOR TREE PROTECTION & REMOVAL. TREE NOTES EROSION CONTROL NOTES Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM 214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 1. SEE LANDSCAPE PLANS FOR TREE PROTECTION AND F/C7.00. 2. REVIEW AND/OR APPROVAL OF THE ESCP SHOULD NOT RELIEVE THE CONTRACTOR FROM HIS OR HER RESPONSIBILITIES FOR COMPLIANCE WITH THE REQUIREMENTS OF THE CONSTRUCTION SITE RUNOFF CONTROL ORDINANCE, NOR SHOULD AN APPROVED ESCP RELIEVE THE CONTRACTOR FROM ERRORS OR OMISSIONS IN THE APPROVED PLAN. 3. THE SFPUC BUREAU OF ENVIRONMENTAL REGULATION AND MANAGEMENT MUST BE NOTIFIED 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, PHONE # (415) 695-7310 4. IF THE APPROVED PLAN NEEDS TO BE MODIFIED ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE SFPUC. 5. SEE SHEET XX.XX FOR LANDSCAPE TREE PROTECTION PLANS AND REMOVAL NOTES. FOR ANY WORK THAT IS TO OCCUR WITHIN THE LIMITS OF THE TREE PROTECTION ZONE, FENCING SHALL BE INSTALLED PRIOR TO BEGINNING ANY DEMOLITION, GRADING OR OTHER WORK. NO WORK SHALL OCCUR OR ACCESS PERMITTED WITHIN THIS ZONE PRIOR TO CONDUCTING A PRE-WORK ACTIVITY WORKSHOP WITH CONSTRUCTION MANAGER. AGENDA FOR PRE-WORK ACTIVITY MEETING SHALL INCLUDE MEANS AND METHODS, PREPARATION AND AGREEMENT ON ALLOWABLE ACTIVITIES WITHIN THE PROTECTION ZONE. SUCH MEETING SHALL BE CONDUCTED A MINIMUM OF 30-DYAS PRIOR TO ENTERING THIS ZONE. 6. CONTRACTOR TO PROVIDE A BIODEGRADABLE EROSION CONTROL BLANKET, "POLYFELT ENVIROFELT CF 360 TRM", ON ALL DISTURBED AREAS. 7. THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. IN GENERAL, THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SEDIMENT STORM RUNOFF AND NON-STORM RUNOFF FROM LEAVING THE SITE. PROTECTIVE DEVICES, PROVIDED ON THESE PLANS SHALL BE USED BY THE CONTRACTOR ON AN AS NEEDED BASIS TO INHIBIT SILT FROM LEAVING THE SITE AND ENTERING THE STORM DRAIN SYSTEM AND NATURAL WATERWAYS. TEMPORARY EROSION CONTROL DEVICES SHOWN ON GRADING PLAN WHICH INTERFERE WITH THE WORK SHALL BE RELOCATED OR MODIFIED WHEN THE INSPECTOR SO DIRECTS AS THE WORK PROGRESSES. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE OPERABLE YEAR AROUND OR UNTIL VEGETATION IS ESTABLISHED ON SLOPED SURFACES. 8. EROSION CONTROL FACILITIES SHALL BE INSPECTED AND MAINTAINED DAILY AS WELL AS WHENEVER RAIN IS FORECAST. BREACHES IN DIKES AND SWALES TO BE REPAIRED AT THE CLOSE OF EACH DAY. THE NAME OF THE PERSON RESPONSIBLE FOR THE DAILY MAINTENANCE OF THESE FACILITIES SHALL BE ON RECORD WITH THE CITY ALONG WITH A PHONE NUMBER WHERE THEY CAN BE REACHED 24 HOURS A DAY. THESE FACILITIES SHALL CONTROL AND CONTAIN EROSION-CAUSED SILT DEPOSITS AND PROVIDE FOR THE SAFE DISCHARGE OF SILT FREE STORM WATER AND NON-STORM WATER DISCHARGE INTO EXISTING AND PROPOSED STORM DRAIN FACILITIES AND PRE-EXISTING DRAINAGE PATTERNS. DESIGN OF THESE FACILITIES MUST BE APPROVED AND UPDATED EACH YEAR BY THE CIVIL ENGINEER. (OCTOBER 1 TO APRIL 15) 9. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE PROVISIONS OF THE CONSTRUCTION GENERAL PERMIT 2009-0014-DWQ. CONTROL MEASURES ARE SUBJECT TO THE INSPECTION AND APPROVAL OF THE ENGINEERING DIVISION OF THE PUBLIC SERVICES DEPARTMENT OF THE GOVERNING JURISDICTION. 10. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SUB-CONTRACTORS AND SUPPLIERS ARE AWARE OF ALL STORM WATER QUALITY MEASURES & IMPLEMENT SUCH MEASURES. FAILURE TO COMPLY WITH THE APPROVED CONSTRUCTION WILL RESULT IN THE ISSUANCE OF CORRECTION NOTICES, CITATIONS, AND / OR A PROJECT STOP ORDER. 11. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET AREAS UPON STARTING OPERATIONS AND PERIODICALLY THEREAFTER AS DIRECTED BY THE INSPECTOR. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAIN SYSTEM. 12. THE CONTRACTOR SHALL INSTALL CONTROLLED ACCESS AND EGRESS AS DEFINED IN THESE PLANS. LOCATION TO BE APPROVED BY THE ENGINEER IN THE FIELD. CONSTRUCTION EGRESS WILL BE EQUIPPED WITH A TRUCK WASH STATION, AS NEEDED. ALL DISCHARGE FROM THE TRUCK WASH STATION WILL BE DIRECTED TO APPROPRIATE COLLECTION AREAS, AND NOT ALLOWED TO LEAVE THE SITE. ANY MUD OR SEDIMENT THAT IS TRACKED OFF-SITE ONTO PAVED AREAS WILL BE REMOVED AS NEEDED. POWER WASHING OF STREETS IS NOT PERMITTED. STREET CLEANING EQUIPMENT WILL HAVE SWEEPERS AND VACUUM CAPABILITY. 13. DURING THE RAINY SEASON, ALL PAVED AREAS ARE TO BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE IS TO BE MAINTAINED SO AS TO MINIMIZE SEDIMENT RUNOFF TO ANY STORM DRAIN SYSTEM OR ADJACENT LANDSCAPE. 14. DURING PERIODS WHEN STORMS ARE FORECASTED: 14.1. EXCAVATED SOILS SHOULD NOT BE PLACED IN STREETS OR ON PAVED AREAS. 14.2. ANY EXCAVATED SOILS SHOULD BE REMOVED FROM THE SITE BY THE END OF THE DAY 14.3. WHERE STOCKPILING IS NECESSARY, USE A TARPAULIN AND SURROUND THE STOCKPILED MATERIAL WITH SEDIMENT ROLLS, GRAVEL SEDIMENT BARRIER, SILT FENCE, OR OTHER RUNOFF CONTROLS. 14.4. USE INLET CONTROLS AS NEEDED (E.G. ERTEC DRAIN INLET PROTECTION) FOR STORM DRAIN ADJACENT TO THE PROJECT SITE OR STOCKPILED SOIL. 15. THOROUGHLY SWEEP ALL PAVED AREAS EXPOSED TO SOIL EXCAVATION AND PLACEMENT. 16. STAND-BY CREWS SHALL BE ALERTED BY THE PERMITTEE OR CONTRACTOR FOR EMERGENCY WORK DURING RAINSTORMS. 17. AS A PART OF THE EROSION CONTROL MEASURES, UNDERGROUND STORM DRAIN FACILITIES AND CONCRETE SHALL BE INSTALLED COMPLETE AS SHOWN ON THE IMPROVEMENT PLANS AS APPROPRIATE FOR THE CURRENT PHASE. DRAINAGE INLET PROTECTION (SEDIMENT BARRIERS) SHALL BE INSTALLED AS SOON AS THE STORM DRAINAGE SYSTEM IS INSTALLED. 18. IT IS RECOMMENDED THAT ERTEC S-FENCE OR COMPARABLE PRODUCTS BE USED IN PLACE OF TRADITIONAL STRAW OR SEDIMENT ROLLS AND SILT FENCES. THESE PRODUCTS CAN BE REUSED AFTER THE COMPLETION OF THIS PROJECT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ALL GRADED AREAS, INCLUDING, BUT NOT LIMITED TO, CUT AND FILL SLOPES, STREETS, PARKING AREAS, AND BUILDING PADS SHALL BE STABILIZED WITH HYDRAULICALLY APPLIED MATERIAL OR SOIL STABILIZER PER THIS PLAN. 20. PRIOR TO PAVING, EACH DROP INLET SHALL BE PROTECTED PER PLAN. AFTER PAVING IS COMPLETE AROUND EACH DROP INLET, PROTECTION SHALL REMAIN UNTIL ALL EXPOSED EARTHEN AREAS HAVE BEEN STABILIZED AND THE PROJECT SITE FACILITIES ARE OPERATIONAL, AT WHICH TIMES THESE MEASURES SHALL BE REMOVED. 21. TO MINIMIZE EROSION OF GRADED BANKS, ALL GRADED BANKS STEEPER THAN 2% AND HIGHER THAN 3 FEET, SHALL BE STABILIZED WITH SOILWORKS PRODUCT, HYDRO STRAW GUARD PLUS OR HYDRO STRAW BFM AND SEED, LANDSCAPED, OR SEALED. IF THE PERMANENT STORM DRAIN SYSTEM IS NOT INSTALLED BY OCTOBER 1, TEMPORARY DITCHES SHALL BE CONSTRUCTED TO CONTAIN THE STORM WATER AND DIRECT IT, IN A MANNER THAT AVOIDS EROSION OF THE BANKS, TO THE EROSION AND SEDIMENT CONTROL FACILITIES. FOLLOW THE DESIGN OF THESE FACILITIES IN THIS PLAN. 22. ALL CUT AND FILL SLOPES ARE TO BE PROTECTED TO PREVENT OVERBANK FLOW USING ERTEC S-FENCE, AS SPECIFIED ON THESE PLANS. 23. APPLY ATLAS DUST LOCK TO ALL GRADED AREAS, INCLUDING, BUT NOT LIMITED TO, CUT AND FILL SLOPES, STREETS, PARKING AREAS, AND BUILDING PADS THAT DO NOT HAVE FINAL PAVEMENT OR PERMANENT STABILIZATION. 24. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES PER PLAN TO THE SATISFACTION OF THE CITY ENGINEER. 25. SANDBAGS SHALL BE STOCKPILED ON SITE AND PLACED AT INTERVALS SHOWN ON EROSION CONTROL PLANS, WHEN THE RAIN FORECAST IS 40% OR GREATER, OR WHEN DIRECTED BY THE INSPECTOR. SANDBAGS MUST BE FULL. APPROVED SANDBAG FILL MATERIALS ARE SAND, DECOMPOSED GRANITE AND/OR GRAVEL, OR OTHER MATERIALS APPROVED BY THE INSPECTOR. AFTER RAINSTORMS, CONTRACTOR SHALL CHECK FOR AND REMOVE SEDIMENT TRAPPED BY SANDBAGS AT STAGING AREA AND ALONG DRIVEWAY. REPLACE SANDBAGS IF DETERIORATION IS EVIDENT. 26. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING SAFETY OF VEHICLES OPERATING IN ROADWAY ADJACENT TO EROSION CONTROL FACILITIES. CONTRACTOR SHALL ENSURE THAT PONDING/FLOODING IN STREETS DOES NOT INTERFERE WITH TRAFFIC LANES AT ANY TIME. 27. DUST CONTROL SHOULD BE PRACTICED ON ALL CONSTRUCTION SITES WITH EXPOSED SOILS AS NEEDED ESPECIALLY IN WINDY OR WIND-PRONE AREAS. DUST CONTROL IS CONSIDERED A TEMPORARY MEASURE AND AS AN INTERMEDIATE TREATMENT BETWEEN SITE DISTURBANCE AND CONSTRUCTION, PAVING, OR REVEGETATION. REFER TO EROSION CONTROL AND SEDIMENT CONTROL FIELD MANUAL, 3RD EDITION, PREPARED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, SAN FRANCISCO BAY REGION. 28. WHEN POSSIBLE WORK SHOULD BE CONDUCTED DURING PERIODS OF NO FLOW OR LOW-FLOW. 29. PRO-WATTLE MAY BE USED IN PLACE OF S-FENCE EXCEPT FOR PERIMETER PROTECTION AND TOP OF BANK PROTECTION AT SEDIMENT BASIN OUTLETS. 30. HYDRO STRAW GUARD PLUS OR HYDRO STRAW BFM TO BE APPLIED PER MANUFACTURER'S RECOMMENDATION AND PER THE DIRECTION OF THE CIVIL ENGINEER TO DISTURBED AREAS NOT TO RECEIVE STRUCTURAL FILL OR VEHICULAR TRAFFIC. SEED MIX PER LANDSCAPE ARCHITECT. 31. LIME TREATMENT SHALL USE 3% DRY LIME BY DRY WEIGHT OF SOIL PER CALTRANS STANDARD SPECIFICATION (2015) SECTION 24. COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28 15 SILT FENCE, PER E/C7.00 STRAW WATTLES, PER H/C7.00 INLET PROTECTION, PER B/C7.00 LEGEND (E) MAJOR CONTOUR (E) MINOR CONTOUR 100 102 LIMIT OF WORK LANDSCAPE MATCHLINE BIODEGRADABLE ROCK BAG, PER F/C7.00 TRUCK WASH AREA, PER D/C7.00 CONSTRUCTION ENTRANCE, PER C/C7.00 CONSTRUCTION STAGING AREA POTENTIAL LOCATION FOR EXCAVATED SOIL STOCKPILES TO BE PROTECTED, PER A/C7.00 SITE CONSTRUCTION ACCESS ROAD TEMPORARY SEDIMENT BASIN, PER G/C7.00 North 0 10' 20' 40' MATCHLINE - SEE SHEET C0.12 C0.11 EROSION CONTROL PLAN 1" = 20' 3 15 FWA | JCP ---- SG SITE IMPROVEMENT PROJECT
NOT FOR CONSTRUCTION
HEAD ROYCE SCHOOL
4315 LINCOLN AVE.

OAKLAND, CA 94602
P:\2013\13-274.1_Head_Royce\03_Design\01_CAD\ON-SITE\C0.1 - Erosion Control.dwg ,C0.11,Jasmine Pimentel ,1/11/2022 6:30:47 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM 214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28 SILT FENCE, PER E/C7.00 STRAW WATTLES, PER H/C7.00 INLET PROTECTION, PER B/C7.00 LEGEND (E) MAJOR CONTOUR (E) MINOR CONTOUR 100 102 LIMIT OF WORK LANDSCAPE MATCHLINE BIODEGRADABLE ROCK BAG, PER F/C7.00 TRUCK WASH AREA, PER D/C7.00 CONSTRUCTION ENTRANCE, PER C/C7.00 CONSTRUCTION STAGING AREA POTENTIAL LOCATION FOR EXCAVATED SOIL STOCKPILES TO BE PROTECTED, PER A/C7.00 SITE CONSTRUCTION ACCESS ROAD TEMPORARY SEDIMENT BASIN, PER G/C7.00 North 0 10' 20' 40' MATCHLINE - SEE SHEET C0.11 C0.12 EROSION CONTROL PLAN 1" = 20' 4 15 FWA | JCP ---- SG SITE IMPROVEMENT PROJECT
NOT FOR CONSTRUCTION
HEAD ROYCE SCHOOL
4315 LINCOLN AVE.

OAKLAND, CA 94602
P:\2013\13-274.1_Head_Royce\03_Design\01_CAD\ON-SITE\C0.1 - Erosion Control.dwg ,C0.12,Jasmine Pimentel ,1/11/2022 6:30:57 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM 214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28 DS DS SD > SD > SD > UD > SDCO SDCO > UD > UD SDCO SD > SD > SD > SD > SD > SD > SD > SDCO SDCO SD > > UD > UD > UD > UD > UD > UD > SDCO SDCO UD > DS DS DS SD > SD > SD > SD > SD > > SD > SD > SD > SD SDCO > UD SD > DS DS DS DS DS DS DS UD > UD > UD > UD > UD > FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FDFD FD FD FD FD FD FD FD FD FD FD SD > SD > SDCO UD > SD > SD > SD > > SD SD > SD > SD > SD > SD > SD > SDCO UD > UD > UD > SDCO SD >UD > UD > SDCO FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD
FD SD > SD > SD > SD > SDCO SD > SD > SD > SD > SD > SD > SDCO > SD > SD > SD > SD > SD > SD > SD SD > SD SD > > SDCO SD > SD > SD > SD > SD > SDCOSDCO SDCO SD > SDCO FD FD FD FD SD > SD > SD > SD > SD > FD SDCO SD > SD > SD > SD > > UD SDCO > UD > SDCO UD SD > SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO > SD > SD SD > SD > SD >
SD > > SD > SD > SD > SD > SD SDCO SDCO SDCO SDCO SDCO SDCO SDCOSDCO SDCO DS DS SD > SD > SD > SD > SD > SD > SDCO SD > SD > SD > SD > SD > SD > SD > SD > SD > SD > SD > SD > > SD > SD SDCO SD > SD > SD >
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SD > SDCO SDCO SDCO SDCO SD SDCO SD > SD > SD > SD >

STOP STOP VAN
15 TC 392.05 FC 391.55 MEET/MATCH TC 385.65 FC 385.15 MEET/MATCH GB GB FG 431.33 FG 432.00 FG 439.33 FG 440.00 FG 414.33 FG 404.33 FG 403.33 FG 409.33 FG 396.33 FG 397.00 FG 399.33 FG 396.83 FG 401.83 FG 403.33 FG 409.33 FG 410.00 LANDSCAPE LIMIT OF WORK AND MATCHLINE LANDSCAPE LIMIT OF WORK AND MATCHLINE LANDSCAPE MATCHLINE LANDSCAPE LIMIT OF WORK AND MATCHLINE (E) BLDG 2 FF 414 (E) BLDG 1 (E) BLDG 0 FF 403 FF 412 FF 414 GB BIO-11 BOT BASIN 403.33 BIO-31 BOT BASIN 396.83 BIO-29 BOT BASIN 396.33 BIO-14 BOT BASIN 394.85 BIO-30 TW 400.00 BOT BASIN 309.33 BIO-34 BOT BASIN 401.83 BIO-11 BOT BASIN 403.33 BIO-25 BOT BASIN 409.33 BIO-19 BOT BASIN 409.33 BIO-11 BOT BASIN 409.92 PA PA PA PA PAPA PA PA PA PA PAPAPAPA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA BIO-4 BOT BASIN 435.33 DMA 13A DMA 4B DMA 14B DMA 24A DMA 29A DMA 34A DMA 27A DMA 15A DMA 16A DMA 25A DMA 22A DMA 26BDMA 25B DMA 28A DMA 28B DMA 30B DMA 26C DMA 30A BIO-4 BIO-11 BIO-7 BIO-29 DMA 7C DMA 31B DMA 23ADMA 32A DMA 19A BIO-25 BIO-28 DMA 7B 17A DMA 14A DMA 18A DMA 33A DMA 13B BIO-13 BIO-14 BIO-17 DMA 29B DMA 33B BIO-26 BIO-31 DMA 26A DMA 24B BIO-34 DMA 35A BIO-30 DMA 15B DMA 28C DMA 21A BIO-15 DMA 15C DMA 19B BIO-19 DMA 31A DMA 31C BIO-34B BIO-26D DMA 20A DMA 20A DMA 20A LIMIT OF WORK LANDSCAPE MATCHLINE (E) CHANNEL PROPERTY LINE DRAINAGE MANAGEMENT AREA IMPERVIOUS ROOF IMPERVIOUS ASPHALT LEGEND MAJOR CONTOUR (E) MAJOR CONTOUR (E) MINOR CONTOUR MINOR CONTOUR LIMIT OF WORK LANDSCAPE MATCHLINE 100 100 SELF-RETAINING HARDSCAPE SELF-RETAINING LANDSCAPE (P) TREATMENT AREA (P) BMP LABEL IMPERVIOUS HARDSCAPE DMA-XX (P) DMA LABEL PERVIOUS HARDSCAPE C0.21 STORMWATER MANAGEMENT PLAN1" = 20' 5 15 FWA | JCP ---- SG SITE IMPROVEMENT PROJECT
HEAD ROYCE SCHOOL
4315 LINCOLN AVE.

OAKLAND, CA 94602
P:\2013\13-274.1_Head_Royce\03_Design\01_CAD\ON-SITE\C0.2 - SWMP.dwg ,C0.21,Jasmine Pimentel ,1/11/2022 6:31:35 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 NOT FOR CONSTRUCTION Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM 214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 MATCHLINE - SEE SHEET C0.12 0 10' 20' 40' North COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28 DS DS DS DS DS DS DS SD > SD > SD > UD > UD > SDCO SDCO SDCO > UD > UD SDCO > SD > SD > SD > SD > SD > SD > SD SD > SD > SD > > SD > SD > SD > SD > SD > SD > SD > SD SD > SD SD > SDCO UD > UD > UD > UD > UD UD > UD > UD > UD > UD > UD > UD > UD > SD > SD > SD > SD > SD > SD > SD > SD > SD > SD > SD > SD > SDCO SD > SD > SD > SD > SD > SD > SD > SD > SD > SD > SD > SD > SD > UD > SDCO SD > SDCO
UD > UD > SDCO SDCO FD FD FD FD FD FD FD FD FD
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SD > SD > SD > SD > SDCO > SD > SD > SD > SD > SD
SD > SDCOSDCO SDCO SDCO COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT STOP COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT STOP

STATION
VAN

VAN EV EV
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STATION
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STATION
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VANPOOL CLEAN AIR
EV

VANPOOL CLEAN AIR
EV
VANPOOL CLEAN AIR TC X.XX FC X.XX MEET/MATCH TC X.XX FC X.XX MEET/MATCH FG 431.33 FG 432.00 FG 439.33 FG 440.00 FG 439.84 FG 407.33 FG 437.95 FG 438.62 FG 439.17 LANDSCAPE MATCHLINE LANDSCAPE LIMIT OF WORK AND MATCHLINE LANDSCAPE LIMIT OF WORK AND MATCHLINE BIO-3 BOT BASIN 437.95 4.6% PA PA

0.5% 4.0% 3:1 3:1 1.0% 1.0% 1.0% 0.5% 2.5% 2.5% 2.5% BIO-4 BOT BASIN 435.33 DMA 12A DMA 13A DMA 4B DMA 9A DMA 10A DMA 1A DMA 3A DMA 7A DMA 2A DMA 10B DMA 11A BIO-3 DMA 5A BIO-10 BIO-4 BIO-11 BIO-7 DMA 7C DMA 3B DMA 3C DMA 6A DMA 4A DMA 10C DMA 7B DMA 11B DMA 11C DMA 8A DMA 8DBIO-8 DMA 17D DMA 17C DMA 17B DMA 17A DMA 1B DMA 8C DMA 10D DMA 13B DMA8B DMA8E LIMIT OF WORK LANDSCAPE MATCHLINE PROPERTY LINE DRAINAGE MANAGEMENT AREA IMPERVIOUS ROOF IMPERVIOUS ASPHALT LEGEND MAJOR CONTOUR (E) MAJOR CONTOUR (E) MINOR CONTOUR MINOR CONTOUR LIMIT OF WORK LANDSCAPE MATCHLINE 100 100 SELF-RETAINING HARDSCAPE SELF-RETAINING LANDSCAPE (P) TREATMENT AREA (P) BMP LABEL IMPERVIOUS HARDSCAPE DMA-XX (P) DMA LABEL PERVIOUS HARDSCAPE C0.22 STORMWATER MANAGEMENT PLAN1" = 20' 6 15 FWA | JCP ---- SG SITE IMPROVEMENT PROJECT
HEAD ROYCE SCHOOL
4315 LINCOLN AVE.

OAKLAND, CA 94602
P:\2013\13-274.1_Head_Royce\03_Design\01_CAD\ON-SITE\C0.2 - SWMP.dwg ,C0.22,Jasmine Pimentel ,1/11/2022 6:31:50 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 NOT FOR CONSTRUCTION Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM 214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 North 0 10' 20' 40' MATCHLINE - SEE SHEET C0.11 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28 C0.23 STORMWATER MANAGEMENT PLANN.T.S 7 15 FWA | JCP ---- SG SITE IMPROVEMENT PROJECT
HEAD ROYCE SCHOOL
4315 LINCOLN AVE.

OAKLAND, CA 94602
P:\2013\13-274.1_Head_Royce\03_Design\01_CAD\ON-SITE\C0.2 - SWMP.dwg ,C0.23,Jasmine Pimentel ,1/11/2022 6:31:55 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 NOT FOR CONSTRUCTION Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM 214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 This table follows technical guidance requirements from the Alameda Countywide Clean Water Program C.3 Stormwater Technical Guidance. See Section 5-2 Table 5.1 (page 68) for the type of hydraulic sizing criteria to use based on the type of treatment measure. This tab uses the recommended flow based sizing criteria, the 0.2 inch-per-hour intensity method, for bioretention and flow through planters (Section 5-5, page 71) COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28 (E) BLDG 1 TO REMAIN (E) BLDG 2 TO REMAIN (E) BLDG 0 TO REMAIN LINCOLN AVENUE
LINNET AVENUE DS DS SDCO SDCO SDCO SDCO SDCO SDCO SDCO DS DS DS SDCO DS DS DS DS DS DS DS SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCOSDCO SDCO DS DS SDCO SDCO SDCO SDCO SDCO SDCO SD SDCO R20.00 R20.00 R20.00R30.00 R49.50 R20.00 R20.00 R20.00 STOP STOP VAN END START TYP TYP START END END TYPTYP START END START START START END START START END END START END END END START START START START END START START START TYP START END PLAY FIELD, SLP (P) DRIVEWAY ENTRANCE (E) TREE TO REMAIN, TYP (P) DG PATH, TYP, SLP 1 1 1 2 2 3 3 4 4 4 5 6 8 10 10 10 10 11 4 4 11 11 10 13 12 12 12 12 12 12 12 13 13 10 LANDSCAPE MATCHLINE, SLP FOR SITE IMPROVEMENT 4 4 15 17 (P) METAL FENCE, SLP (P) METAL FENCE, SLP (P) METAL FENCE, SLP 17 17 10 10 10 (E) TREE TO REMAIN, TYP, SLP (P) TREE, TYP, SLP (P) CONCRETE UTILITY PAD (P) ELEVATED WOODEN WALKWAY RAMP, SLP 10 10 10 (P) STAIRCASE CULVERT, SAP (P) STAIRCASE CULVERT, SAP 10 11 12 12 12 (P) METAL FENCE, SLP (P) METAL FENCE, SLP 11 (P) CONCRETE PATH, TYP, SLP (P) CONCRETE PATH, TYP, SLP 10 1011 WATER GARDEN, SLP 19 21 21 19 18 SELF-RETAINING DG MATERIAL, 9'' DEPTH DRAIN ROCK SECTION, SLP SELF-RETAINING GRAVEL MATERIAL, 9'' DEPTH DRAIN ROCK SECTION, SLP SELF-RETAINING DG MATERIAL, 9'' DEPTH DRAIN ROCK SECTION, SLP SELF-RETAINING TURF MATERIAL, 9'' DEPTH DRAIN ROCK SECTION, SLP 10 10 10 20.00' 24.00' 10.00' 20.00' 20.00' 20.00' 20.00' 8.00', TYP 22.86', TYP LOOP ROAD 4 7 TYP 25 (E) CHANNEL 37.23' 13 19.00' 14.00' 9 FOR R.O.W. IMPROVEMENTS - REFER TO FUTURE OFFSITE PACKAGE (P) DUMPSTER PAD FENCE, SLP. (P) LEARNING GARDENS, SLP (P) AMPHITHEATER, SLP (P) ROCK GARDEN, SLP FOR (P) GRADING, SEE GRADING SHEETS FDP-C4.00 - FDP-C4.09, TYP. (P) PLANTER, SLP (P) CONCRETE PATH, SLP, TYP. (P) PLANTER, TYP, SLP 16 16 16 16 16 16 16 16 16 16 16 16 16 16 (P) CONCRETE DECK, SLP (P) LEARNING GARDENS, SLP FOR (P) RETAINING WALL ELEVATIONS, SEE GRADING SHEETS FDP-C4.00 - FDP-C.4.09, TYP. LIMIT OF WORK PROPERTY LINE LANDSCAPE LIMIT OF WORK 31 31 17 32 START 11 R5.00 LEGEND MAJOR CONTOUR (E) MAJOR CONTOUR (E) MINOR CONTOUR MINOR CONTOUR AC PAVEMENT CURB / GUTTER RETAINING WALL BIORETENTION 102 100 LIMIT OF WORK LANDSCAPE MATCHLINE BOLLARD SIGN LIGHT 100 100 KEYNOTES ASPHALT PAVEMENT PER 1/C7.01 FLUSH CONCRETE CURB PER 2/C7.01 1' GRAVEL SHOULDER CONCRETE RETAINING WALL, SSP ACCESSIBLE PARKING STALL PER 7/C7.01 CONCRETE WHEELSTOP PER 4/C7.01 STEEL BOLLARD PER 5/C7.01 PARKING STALL STRIPING CONCRETE 14'X19' DUMPSTER PAD LANDSCAPE SWALE PER 9/C7.01 ROCK LINED SWALE PER 10/C7.01 BIORETENTION BASIN PER 1/C7.04 FLOW THROUGH PLANTER PER 2/C7.04 CURB CUT PER 3/C7.04 VEHICULAR GATE, SLP DOWNSPOUT, SAP 12345678910111213141516 ACOUSTIC FENCE, SLP SIGN: "ENTRANCE ONLY, ONE WAY" SIGN: "STOP" SIGN: "SLOW, CHILDREN AT PLAY, NO STOPPING AT ANYTIME" SIGN: "DO NOT ENTER" CONCRETE CURB AND GUTTER PER 6/C7.01 CONCRETE CURB AND GUTTER TRANSITION PER 11/C7.01 SIGN: PEDESTRIAN XING BICYCLE PARKING, SLP ACCESSIBLE EV PARKING STALL PER 7/C7.01 ACCESSIBLE EV VAN PARKING STALL PER 7/C7.01 CLEAN AIR/VANPOOL/EV PARKING STALLS EV CHARGING STATION, SMP EV CHARGING STATION PARKING STALLS PIPE OUTFALL, PER 6/C7.04 LEVEL SPREADER, PER 5/C7.04 17181920212223242526272829303132 North 0 10' 20' 40' MATCHLINE - SEE SHEET C2.02 C2.01 SITE IMPROVEMENT PLAN1" = 20' 8 15 FWA | JCP ---- SG SITE IMPROVEMENT PROJECT
HEAD ROYCE SCHOOL
4315 LINCOLN AVE.

OAKLAND, CA 94602
P:\2013\13-274.1_Head_Royce\03_Design\01_CAD\ON-SITE\C2.0 - Site Improve Plan.dwg ,C2.01,Jasmine Pimentel ,1/11/2022 6:33:17 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 NOT FOR CONSTRUCTION Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM 214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28 12" RDW (E) BLDG 9 TO REMAIN
LINCOLN AVENUE PERKINS ROAD CHARLESTON STREET PERKINS ROAD DS DS DS DS DS DS DS SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCOSDCO SDCO SDCO R20.00 R20.00 R50.00 R105.00 R60.00 COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT STOP COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT STOP

STATION
VAN

VAN EV EV
EV

STATION
EV

STATION
EV
EV

VANPOOL CLEAN AIR
EV

VANPOOL CLEAN AIR
EV
VANPOOL CLEAN AIR END START TYP TYP TYP END TYP START START END START END START START START START END START START TYP START START END START START START START TYP TYP TYP TYP TYP TYP TYP TYP TYP TYP TYP TYP TYP START TYP (P) DG PATH, TYP, SLP (P) DRIVEWAY ENTRANCE 1 1 1 2 2 3 3 4 6 8 10 4 11 11 11 11 11 10 10 11 11 11 12 12 12 12 12 4 (P) PASSENGER DROPOFF ZONE PLAY FIELD, SLP LANDSCAPE MATCHLINE, SLP FOR SITE IMPROVEMENT 14 14 14 15 11 11 17 17 17 (P) TREE, TYP, SLP (E) TREE TO REMAIN, TYP, SLP 11 (P) DETECTABLE WARNING PER DETAIL 3/C7.01 AND CITY OF OAKLAND DETAIL S-7 5 10 (P) CURB RAMP PER CITY OF OAKLAND DETAIL S-3 AND S-6 10 10 10 11 11 12 1818 19 19 20 18 23 22 22 22 23 22 22 22 23 23 22 22 23 14 23 22 22 22 22 22 24 10 10 10 (P) CURB RAMP PER CITY OF OAKLAND DETAIL S-3 AND S-6 10 14 20.00' 20.00' 20.00' 24.00' 24.00' 24.00' 24.00' 1.00' 20.00' 20.00' 20.00' 7.50', TYP 15.00', TYP 25.50' 18.00', TYP 8.50', TYP 24.00' 2.00' 14.01' (P) CURB RAMP PER CITY OF OAKLAND DETAIL S-3 AND S-6 LOOP ROAD TYP 7 TYP 29 3026 27 28 8.50', TYP 18.00', TYP 24.00' 18.00', TYP 25 40.05' 18.00', TYP 9.00', TYP 9.00', TYP 18.00', TYP 28 8.50', TYP TYP TYP TYP 16 16 16 16 16 16 16 FOR (P) RETAINING WALL ELEVATIONS, SEE GRADING SHEETS FDP-C4.00 - FDP-C.4.09, TYP. LIMIT OF WORK PROPERTY LINE LANDSCAPE LIMIT OF WORK 31 31 FOR (P) GRADING, SEE GRADING SHEETS FDP-C4.00 - FDP-C4.09, TYP. (E) TREE TO REMAIN, TYP, SLP. (P) TREE, TYP, SLP. FOR R.O.W. IMPROVEMENTS - REFER TO FUTURE OFFSITE PACKAGE 17 (P) DG PATH,TYP, SLP (P) CONCRETE PATH, TYP, SLP. 32 START 11 8.50', TYP 5.00' 8.00' 14 14 14 14 14 14 14 14 14 14 14 14 R20.00 R24.00 R3.00 R4.00 R4.00 R120.00 R3.00 R3.00 R3.00 R3.00 R5.00 R3.00 R3.00 R3.00 R1.75 R5.00 R3.00 R1.75 R5.00 R1.00 R3.00 R3.00 R5.00 R3.00 R20.00 R2.00 R5.00 R5.00 R3.00 R3.00 R3.00 14 14 14 14 14 LEGEND MAJOR CONTOUR (E) MAJOR CONTOUR (E) MINOR CONTOUR MINOR CONTOUR AC PAVEMENT CURB / GUTTER RETAINING WALL BIORETENTION 102 100 LIMIT OF WORK LANDSCAPE MATCHLINE BOLLARD SIGN LIGHT 100 100 KEYNOTES ASPHALT PAVEMENT PER 1/C7.01 FLUSH CONCRETE CURB PER 2/C7.01 1' GRAVEL SHOULDER CONCRETE RETAINING WALL, SSP ACCESSIBLE PARKING STALL PER 7/C7.01 CONCRETE WHEELSTOP PER 4/C7.01 STEEL BOLLARD PER 5/C7.01 PARKING STALL STRIPING CONCRETE 14'X19' DUMPSTER PAD LANDSCAPE SWALE PER 9/C7.01 ROCK LINED SWALE PER 10/C7.01 BIORETENTION BASIN PER 1/C7.04 FLOW THROUGH PLANTER PER 2/C7.04 CURB CUT PER 3/C7.04 VEHICULAR GATE, SLP DOWNSPOUT, SAP 12345678910111213141516 DOWNSPOUT, SAP ACOUSTIC FENCE, SLP SIGN: "ENTRANCE ONLY, ONE WAY" SIGN: "STOP" SIGN: "SLOW, CHILDREN AT PLAY, NO STOPPING AT ANYTIME" SIGN: "DO NOT ENTER" CONCRETE CURB AND GUTTER PER 6/C7.01 CONCRETE CURB AND GUTTER TRANSITION PER 11/C7.01 SIGN: PEDESTRIAN XING BICYCLE PARKING, SLP ACCESSIBLE EV PARKING STALL PER 7/C7.01 ACCESSIBLE EV VAN PARKING STALL PER 7/C7.01 CLEAN AIR/VANPOOL/EV PARKING STALLS EV CHARGING STATION, SMP EV CHARGING STATION PARKING STALLS PIPE OUTFALL, PER 6/C7.04 LEVEL SPREADER, PER 5/C7.04 1617181920212223242526272829303132 North 0 10' 20' 40' MATCHLINE - SEE SHEET C2.01 C2.02 SITE IMPROVEMENT PLAN1" = 20' 9 15 FWA | JCP ---- SG SITE IMPROVEMENT PROJECT
HEAD ROYCE SCHOOL
4315 LINCOLN AVE.

OAKLAND, CA 94602
P:\2013\13-274.1_Head_Royce\03_Design\01_CAD\ON-SITE\C2.0 - Site Improve Plan.dwg ,C2.02,Jasmine Pimentel ,1/11/2022 6:33:32 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 NOT FOR CONSTRUCTION Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM 214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28

COMPACT

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT

STOP STOP

STATION
VAN
VAN

VAN EV EV
EV

STATION
EV

STATION
EV
EV

VANPOOL CLEAN AIR
EV

VANPOOL CLEAN AIR
15 North 0 15' 30' 60' C4.00 GRADING PLAN OVERALL SHEET 1"=30' 10 15 FWA | JCP SG SITE IMPROVEMENT PROJECT
HEAD ROYCE SCHOOL
4315 LINCOLN AVE.

OAKLAND, CA 94602
P:\2013\13-274.1_Head_Royce\03_Design\01_CAD\ON-SITE\C4.0 - Grading Plan - Overall.dwg ,C4.00,Jasmine Pimentel ,1/11/2022 6:35:29 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 NOT FOR CONSTRUCTION Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM 214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 CUT AND FILL QUANTITIES CUT (CY) FILL (CY) NET (CY) 7539 6979 560 NOTES TEMPLATE 1. PRELIMINARY EARTHWORK CUT/FILL VOLUMES ARE APPROXIMATE. 2. PRELIMINARY EARTHWORK CUT/FILL VOLUMES WERE GENERATED ASSUMING NO SUBGRADE DEPTH FROM PROPOSED FINISHED ELEVATIONS. 3. PRELIMINARY EARTHWORK CUT/FILL VOLUMES DO NOT INCLUDE ALL LANDSCAPE AREAS. COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28

1. INSTALL SILT FENCE (ERTEC S-FENCE OR EQUAL) OR HALF FULL GRAVEL BAGS AT APPROXIMATE 3' FROM BASE OF STOCKPILE TO CONTAIN RUNOFF. REPLACE ANY PORTIONS REMOVED FOR ACCESS AT THE END OF WORKING DAY AND PRIOR TO ANY RAINFALL. PLACE AND TIE DOWN TARPS OR PLASTIC SHEETING OVER STOCKPILE IF REQUIRED TO PREVENT WIND EROSION NOTE GRAVEL BAGS SILT FENCE 1. ENSURE TEMPORARY GRAVEL BAGS AROUND PROTECTED INLETS WILL NOT DAMAGE ADJACENT IMPROVEMENTS OR SPILL INTO NEARBY STORM OR SANITARY IMPROVEMENTS OR SPILL INTO NEARBY STORM OR SANITARY FACILITIES. 2. MANUFACTURED PRODUCTS SHOULD BE ERTEC TOP GUARD OR APPROVED EQUAL WITH MAX 425Y FILTER OPENINGS. 3. ALTERNATE INSTALLATION AT BY PASS INLETS (NOT AT A LOW POINT; NO INFLOW REQUIRED) PLACE FILTER FABRIC (MAX 140 N OR EQUAL) OVER ENTIRE STRUCTURE OPENING, AND INSTALL GRATE TO HOLD IN PLACE. WRAP OVER VERTICAL OPENING AND CURB INLETS AND HOLD IN PLACE W/ SAND BAGS. NOTES DRAIN INLET-LANDSCAPE AREAS DRAIN INLET-PAVED SURFACE . 4" MIN. BELOW TOP OF STRUCTURE OR ADJACENT GRADE SECTION A-A NTS TYPICAL TIRE WASH WATER SUPPLY & HOSE WASH RACK PAVED ROADWAY NTS A A CORRUGATED STEEL PANELS SPECIFIED BY A SOILS ENGINEER FILTER FABRIC CRUSHED AGGREGATE GREATER THAN 75 MM 300 MM (12 IN) MIN, UNLESS OTHERWISE (3 IN) BUT SMALLER THAN 150 MM (6 IN)ORIGINAL GRADE SPECIFIED BY A SOILS ENGINEER SECTION B-B FILTER FABRIC NTS CRUSHED AGGREGATE GREATER THAN 75 MM 300 MM (12 IN) MIN, UNLESS OTHERWISE (3 IN) BUT SMALLER THAN 150 MM (6 IN)ORIGINAL GRADE B B MATCH EXISTING GRADE MANY DESIGNS CAN BE FIELD FABRICATED, OR FABRICATED UNITS MAY BE USED. DITCH TO CARRY RUNOFF TO A SEDIMENT TRAPPING DEVICE NOTE A STOCKPILE PROTECTION SCALE: NTS B INLET PROTECTION SCALE NTS C STABILIZED CONSTRUCTION ENTRANCE SCALE: NTS USE 1" DRY WALL SCREWS: 2 SCREWS FOR 8" OR 10", 3 SCREWS FOR 14". OR ALTERNATELY 16 GAUGE GALVANIZED WIRE OR 8" BLACK UV RATED CABLE TIES. FLOW BACKFILL NOTES: 1. CUT TRENCH 2" TO 4" WIDE, 3" TO 4" DEEP. 2. INSTALL IN SLOT AGAINST DOWNSTREAM SIDE OF TRENCH WALL, BACKFILL THE TRENCH TO GRADE LEVEL. 3. OVERLAP SEGMENTS BY AT LEAST 3".INSTALL STAKES ON DOWNSTREAM SIDE OF SEGMENT OVERLAPS. 4. USE 1" DRY WALL SCREWS: 2 OR 3 PLACES. OR ALTERNATELY 16 GAUGE TIE-WIRE OR 8" BLACK UV RATED STAPLE CABLE TIES (ZIP TIES) TO TIE SEGMENTS TOGETHER. STAKING METHODS: 1. WOODEN STAKE: USE 1" X 2" X 18". ONE AT EACH OVERLAP OR 6.67' APART. 2. #3 OR #4 REBAR J-HOOK MINIMUM 18" LONG. USE GALVANIZED WIRE OR ZIP TIES TO TIE SEGMENTS TO J-HOOK. OVERLAP SEGMENTS 4" BACKFILL NOTES: 1. DOG-LEG AT END-OF-RUNS TO CONTAIN SEDIMENT. 2. INSTALL ON SAME CONTOUR TO LIMIT SCOUR AND FLOW CONCENTRATION. DOG-LEG PERIODICALLY IF ON DOWN-HILL RUN TO MINIMIZE VELOCITY SCOUR. ERTEC® S-Fenceä Installation Details 8", 10" or 14", SF08, SF10 or SF14 ALTERNATE STAKE: #3 OR #4 REBAR S-Fence 8" 10" 14" 20" "A" 5" 7" 11" 16" "B" 3" 3" 3" 4" E SILT FENCE EC-011 SCALE: NTS ROADWAY PLAN COURSE AGGREGATE 2"-3" (50-75mm) MIN. 6" (150mm) THICK SUPPLY WATER TO WASH WHEELS IF NECESSARY 1. TRUCK WASHING STATION SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABLIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. RECOMMENDED TO BE PLACED NEAR A RELIABLE WATER SOURCE. 5. SPRAY TIRES ON TRUCKS AND BROOM OFF TOPS OF TRUCKS BEFORE LEAVING SITE. 6. STRAW BALES TO BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING. NOTES D TRUCK WASH ER-019 SCALE: NTS STRAW BALE DIKE G TEMPORARY SEDIMENT BASIN SCALE: NTS EXISTING GROUND SURFACE OUTFLOW INLET PER CONTRACTOR TG TO BE BELOW TOP OF BERM ALL STORMWATER DRAINAGE SIDES TYP SWALE TO DETENTION BASIN PER CONTRACTOR 1. EXCAVATION FOR TEMPORARY SEDIMENT BASIN TO PROVIDE MINIMUM OF 3' STORAGE DEPTH BELOW OUTFALL STRUCTURE. 2. BASIN EXCAVATION STOCKPILES SHALL BE PROTECTED PER PROJECT SWPPP AND NPDES STANDARDS. 3. CAPACITY AND LOCATION OF SEDIMENT DETENTION BASINS TO BE DETERMINED BY CONTRACTOR BASED ON THE PHASED CONSTRUCTION SITE CONDITIONS AND CONFORMED BY SWPPP / QSP. 4. TEMPORARY STORMWATER CONVEYANCE ROUTING AND SIZING TO BE DETERMINED BY CONTRACTOR TO CONFORM TO THE PHASED CONSTRUCTION SITE CONDITIONS. NOTES 3' MIN.

OR AS REQ. INSTALL 2-4" RIVER STONE RIP RAP AT SWALE ENTRANCE. MAX SLOPE 2:1 DESIGN STORM OVERFLOW LINE INSTALL IMPERMEABLE HDPE LINER IF TEMPORARY SEDIMENT BASINS WILL BE INSTALLED WHERE PROPOSED BIORETENTION BASINS OR INFILTRATION CHAMBERS ARE TO BE LOCATED 2" LAYER OF 1 - 112"Ø GRAVEL AND RIVER STONE BASE UNDER RIP RAP TYP 6" MIN. DRAINAGE PIPE TO PERMISSIBLE OUTFALL PER NPDES STANDARDS AS APPROVED BY PROJECT SWPPP / QSP F BIODEGRADABLE ROCK BAG SCALE: NTS NOTES 1. FIBER ROLLS SHALL BE MANUFACTURED PRODUCTS CONSISTING OF RICE, STRAW, FLAX, COIL OR SIMILAR BIODEGRADABLE MATERIAL WRAPPED INTO A TUBULAR SHAPE WITH NETTING. 2. CONTRACTOR TO USE ERTEC STRAW WATTLES OR APPROVED EQUAL. H STRAW WATTLES ER-00-007 SCALE: NTS SPACING PER PLAN 4' MAX INSTALL PARALLEL WITH CONTOUR OF SLOPE BIODEGRADEABLE RICE, STRAW, FLAX OR COIL, WRAPPED IN NETTING OVERLAP AT ROLL END EXCAVATE AS REQUIRED TO EMBED BETWEEN 1/4" AND 1/3" DIAMETER OF ROLL. REFILL TO GRADE ON UPHILL SIDE AND SPREAD EXCESS SPOILS ON DOWNHILL SIDE, THOROUGHLY TAMPED 1"X1" WOOD STAKES, MIN 24" LONG, DRIVEN THROUGH, TO MAKE FLUSH WITH TOP OF ROLL C7.00 DETAILS N.T.S. 11 15 FWA | JCP SG SITE IMPROVEMENT PROJECT
HEAD ROYCE SCHOOL
4315 LINCOLN AVE.

OAKLAND, CA 94602
P:\2013\13-274.1_Head_Royce\03_Design\01_CAD\ON-SITE\C7.0 - Details.dwg ,C7.00,Jasmine Pimentel ,1/11/2022 6:41:06 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 NOT FOR CONSTRUCTION Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM 214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28 1 ASPHALT CONCRETE PAVEMENT SECTION SCALE: NTS 2 FLUSH CURB SCALE NTS 6" R=1/2", TYP FLUSH TO GRADE ADJACENT SURFACE SEE NOTE 1 3 DETECTABLE WARNING SURFACE SCALE: NTS NOTES 1. SEE ASPHALT CONCRETE PAVEMENT, CONCRETE PAVEMENT, AND CONCRETE SIDEWALK DETAILS FOR ADJACENT PAVEMENT SECTIONS. SEE LANDSCAPE ARCHITECT PLANS FOR ADJACENT LANDSCAPING. 2. ALTERNATE REINFORCEMENT: USE FIBER MATRIX ADD MIXTURE PER SPECIFICATIONS. SUBGRADE PREPARATION PER GEOTECHNICAL ENGINEER RECOMMENDATIONS ASPHALT PAVEMENT, SEE NOTE 1 PORTLAND CEMENT CONCRETE CURB 18" MIN. 6" 5 STEEL BOLLARD SCALE: NTS 4 CONCRETE WHEEL STOP SCALE: NTS 2.35" 3' 0.45" 0.90" 0.2" 0.45Ø TOP 0.90Ø BASE 2.35"1.67" PLAN ELEVATION TAPERED EDGES WHERE EXPOSED 0.20" HIGH X" A. C. PAVEMENT CLASS 2 AGGREGATE BASE, COMPACT PER SPECIFICATIONS WOVEN GEOTEXTILE FABRIC. SEE NOTE 1 X" SCARIFY AND COMPACT, PER SPECIFICATIONS NOTE 1. WHERE TYPICAL ASPHALT SECTION INSTALL IS OVER ENCOUNTERED UNSUITABLE SOILS, GEOGRID MAY BE INSTALLED BETWEEN THE SUBGRADE AND SUBBASE AS PER SPECIFICATIONS. 2. SECTION DEPTHS PER FORTHCOMING GEOTECHNICAL REPORT RECOMMENDATIONS. X"X" NOTES 1. SEE PARKING STALL STRIPING DETAILS FOR PARKING STALL DIMENSIONS AND LAYOUT. 2. REBAR EMBEDMENT TO BE MIN 6" BELOW AB SECTION. 3. FOR WHEEL STOPS INSTALLED IN GRAVEL PARKING BAY, EMBED REBAR 24" MIN. PLAN PER PLANS. SEE NOTE 1 3" SECTION A STRIPE, TYP SECTION B WHEEL STOP2' 1.5' 3" 7-1/2" 4'-0" 5-1/2" PARKING STALL, TYP No. 5 REBAR 30" LONG (2 REQUIRED) 9" TYP PRE-DRILLED PER PLANS. SEE NOTE 1 5-1/2" AA B B No. 5 REBAR 30" LONGPAVING SECTION PER PLAN PAVING SECTION PER PLAN 2'-6" 4'-0" DOME EMBEDMENT CAP WITH #4 REBAR STEM TWO BANDS OF 3" REFLECTIVE TAPE 3 1/2" I.D. STANDARD WEIGHT GALVANIZED STEEL PIPE PAINT WHITE SLOPE TOP OF FOOTING INSTALL SLEEVE PER DETAIL AT RIGHT FOR BOLLARDS NOTED AS REMOVABLE. OTHERWISE MOUNT PIPE DIRECTLY IN FOOTING AS SHOWN 12"Ø CONC FOOTING SEE NOTE 2 SIGN R7-8b SIGN R99C (CA) SEE NOTE 2 7 ADA PARKING STALL SCALE: NTS IDENTIFICATION SIGN PER PLAN ACCESSIBILITY AISLE4" HATCHED LINES AT 36" ON CENTER MAX. SEE NOTE 3 4" BLUE LINE BORDERS 4" WHITE LINE REGULAR NON-ACCESSIBLE PARKING STALL SEE NOTE 4 SEE NOTE 1 18' MIN 9' MIN 5'-0" MIN FOR REGULAR ACCESSIBLE PARKING STALL 8'-0" MIN FOR VAN ACCESSIBLE PARKING STALL 4" WHITE LINE 5' MIN NOTES 1. IN EACH PARKING STALL, A CURB OR WHEEL STOP SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED WIDTH OF WALKWAYS. 2. WHERE SIGN R99C (CA) OR SIGN R7-8b ARE INSTALLED, THE BOTTOM OF THE SIGN OR PLAQUE PANEL SHALL BE A MINIMUM OF 7' ABOVE THE SURROUNDING SURFACE. 3. BLUE PAINT, INSTEAD OF WHITE MAY BE USED FOR MARKING ACCESSIBILITY AISLES IN AREAS WHERE SNOW MAY CAUSE WHITE MARKINGS TO NOT BE VISIBLE. 4. THE WORDS "NO PARKING" SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 1' HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. SEE CALIFORNIA BUILDING CODE SECTION 11B-502.3.3 FOR DETAILS OF THE "NO PARKING" PAVEMENT MARKING. 5. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1.5% IN ALL DIRECTIONS. 6. ACCESSIBLE PARKING ONLY SIGN SHALL BE SIGN R99C (CA) OR SIGN R99 (CA) WITH PLAQUE R99B (CA). FOR REFERENCE ONLY, SEE PLANS FOR ACTUAL LAYOUT 2' UNOBSTRUCTED DISTANCE PERPENDICULAR ACCESSIBLE PARKING ANGLED ACCESSIBLE PARKING IDENTIFICATION SIGN PER PLAN FOR REFERENCE ONLY, SEE PLANS FOR ACTUAL LAYOUT INTERNATIONAL SYMBOL OF ACCESSIBILITY WHITE FIGURE ON BLUE BACKGROUND 36" X 36" MIN 36" O.C. 18' MIN 18' MIN INTERNATIONAL SYMBOL OF ACCESSIBILITY WHITE FIGURE ON BLUE BACKGROUND 36" X 36" MIN 9' MIN REGULAR NON-ACCESSIBLE PARKING STALL ACCESSIBILITY AISLE 4" WHITE LINE 4" WHITE LINE 5'-0" MIN FOR REGULAR ACCESSIBLE PARKING STALL 8'-0" MIN FOR VAN ACCESSIBLE PARKING STALL OPTIONAL EXTENSION OF ACCESS AISLE MARKING SEE NOTE 4 4" BLUE LINE BORDERS 36" O.C. 4" HATCHED LINES AT 36" ON CENTER MAX. SEE NOTE 3 5' MIN NOTES 1. SPECIFICATIONS AND INSTALLATION SHALL BE IN ACCORDANCE WITH PIPE MATERIAL MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL ENSURE ZERO SLOPE ALONG ENTIRE LENGTH OF THE PERFORATED PIPE. 3. INSTALL BIODEGRADABLE EROSION CONTROL BLANKET PER MANUFACTURER'S RECOMMENDATIONS (NORTH AMERICAN GREEN S75BN OR EQUIVALENT) AND HYDROSEED. 4. NATIVE STONE SHOULD BE SONOMA FIELDSTONE OR SIMILAR STONE IN WARM TAN COLOR. 5. THE GEOTEXTILE LINER SHOULD NOT EXTEND PAST THE STONE OR BE VISIBLE. SECTION VIEW 8 LEVEL SPREADER SCALE: NTS EXISTING GRADE BUILD UP SOIL AROUND CLEANOUT TO MAKE FLUSH WITH GRADE BACKFILL NATIVE SOIL AS NEEDED TO MATCH EXISTING SLOPE. ANCHOR BLANKET PER MANUFACTURER'S RECOMMENDATIONS AT TOP OF SLOPE OR EXCAVATE OUT 12" BENCH AND BACKFILL WITH NATIVE SOIL. 4" VERTICAL CLEANOUT AT PERFORATED PIPE LEFT END RIM ELEV 2" ABOVE GRADE 4" 3 HOLE 120° PERFORATED PIPE WITH HOLES SPACED EVERY 0.5LF OF PIPE PLACED WITH TOP HOLES UP 12"-16" EXPOSED 3"-5" DIA NATIVE STONE. SEE NOTE 4.BIODEGRADABLE EROSION CONTROL BLANKET. SEE NOTE 3 NATIVE SEED PLANTING ANCHOR EROSION BLANKET PER MANUFACTURER'S RECOMMENDATION X CUBIC FEET CONCRETE ANCHOR POURED INTO NATIVE SOIL WITH RESTRAINT CLAMPS OVER TEE PERMANENT GEOTEXTILE LINER 2" DEEP CLASS II DRAIN ROCK TO ACHIEVE LEVEL BASE VERTICAL BEND AS REQUIRED OUTLET PIPE FROM STORM DRAIN SYSTEM 12"± 3' MIN VARIES 12" 12"± SUBGRADE PREPARATION PER SPECIFICATIONS 1'-6" 1'-6" 3'-0" 6" 3 1 NOTES 1. "LANDSCAPED" SWALE TO BE CONSTRUCTED GENERALLY FOR SWALES WITH LONGITUDINAL SLOPES BETWEEN 0% AND 2%, UNLESS OTHERWISE SHOWN ON PLANS. 2. "STONE KEY" SHALL BE EXCAVATED INTO DISTURBED NATIVE SOIL OR INTO SUITABLE FILL COMPACTED TO 90% RELATIVE DENSITY, FILLED WITH COMPACTED 1 1/2" DRAIN ROCK, AND OVERLAY WITH EROSION CONTROL BLANKET. 9 LANDSCAPE SWALE SCALE: NTSFOR PLANTING/SEED SEE LANDSCAPE PLAN STONE KEY 12" WIDE x 12" DEEP MIN AT 40' O.C. STARTING AT LOW POINT OF SWALE NOTE 2 INSTALL NAG "BIONET SC150BN" EROSION BLANKET OR APPROVED EQUIVALENT ALONG BOTTOM OF SWALE NATIVE OR COMPACTED SOIL 6 6" CURB AND GUTTER SCALE NTS FINISHED GRADE. SEE NOTE 1 R=1" 6" 6" EDGE OF ASPHALT PAVING 1/4" ABOVE LIP OF GUTTER 6" NOTES 1. WHERE CURB ABUTS PROPOSED SIDEWALK, FORM 1" X 2" KEY IN BACK OF CURB TO CONNECT WITH PROPOSED SIDEWALK. 2. DO NOT POUR SIDEWALK MONOLITHICALLY UNLESS OTHERWISE NOTED. 3. PROVIDE A 3" LAYER OF CLASS 2 AGGREGATE BASE OR SUBBASE UNDER CURB UNLESS OTHERWISE NOTED. 4. CONCRETE MIX PER SPECIFICATIONS.12 1 1" BATTER 1 ASPHALT CONCRETE SECTION PER PLAN LF SUBGRADE PREPARATION PER SPECIFICATIONS CLASS 2 AGGREGATE BASE. SEE NOTE 3 R=1/2", TYP R=1/2", TOOLED 1 18" GUTTER 3" 10 ROCK LINED SWALE SCALE: NTS NOTES 1. "ROCK LINED" SWALE TO BE CONSTRUCTED GENERALLY FOR SWALES WITH LONGITUDINAL SLOPES BETWEEN 2% AND 5%, UNLESS OTHERWISE SHOWN ON PLANS. STONE KEY (12"WIDE X 12"DEEP MIN.) AT 40' OC STARTING AT LOW POINT OF SWALE LINE SPACES BETWEEN LARGE ROCKS WITH 1"-2" RIVER STONE AND PLANTING PER LANDSCAPE ARCHITECT COMPACTED SOIL PLACE 4"-6" ROCKS HALF-EMBEDDED INTO SOIL, W/12"± DAYLIGHT BETWEEN INDIVIDUAL ROCKS ALONG BOTTOM OF SWALE INSTALL NAG "BIONET SC150BN" EROSION BLANKET OR APPROVED EQUIVALENT ALONG BOTTOM OF SWALE 11 CURB AND GUTTER TRANSITION SCALE NTS 1' GRAVEL SHOULDER PLAN VIEW CURB AND GUTTER PER DETAIL 6/C7.01 5' TRANSITION SECTION VIEW TOP OF CURB GUTTER FLOWLINE 5' TRANSITION GRAVEL SHOULDER C7.01 DETAILS N.T.S. 12 15 FWA | JCP SG SITE IMPROVEMENT PROJECT
HEAD ROYCE SCHOOL
4315 LINCOLN AVE.

OAKLAND, CA 94602
P:\2013\13-274.1_Head_Royce\03_Design\01_CAD\ON-SITE\C7.0 - Details.dwg ,C7.01,Jasmine Pimentel ,1/11/2022 6:41:16 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 NOT FOR CONSTRUCTION Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM 214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28 3' MIN. COVER SD PIPE SIZE AND MATERIAL PER PLAN PLUG WYE AT END OF LINE 6", 8" OR 12" DIAMETER CAST IRON ATRIUM GRATE 20" MIN. COVER SD PIPE SIZE AND MATERIAL PER PLAN HARDSCAPE MATERIAL AND SUB STRUCTURE PER SITE LAYOUT PLANS SLP FOR PLANTING AREA REQUIREMENTS CAST IRON BODY WITH ANCHOR FLANGE CAST IRON BODY WITH ANCHOR FLANGE PLUG WYE AT END OF LINE 6", 8" 0R 12" DIAMETER CAST IRON DRAINAGE GRATE SLOPE TO DRAIN, SEE GRADING PLAN SLOPE TO DRAIN, SEE GRADING PLAN FINISH GRADE PLANTING AREA SLOPE TO DRAIN, SEE GRADING PLAN SLOPE TO DRAIN, SEE GRADING PLAN 6" RISER WYE FITTING SEE SIZE TO MATCH MAIN LINE 6" RISER WYE FITTING SD INVERT PER SD STRUCTURE TABLE SD INVERT PER SD STRUCTURE TABLE INSTALL REDUCER OR INCREASER AS REQUIRED TO MATCH RISER SIZE INSTALL REDUCER OR INCREASER AS REQUIRED TO MATCH RISER SIZE IN HARDSCAPE IN LANDSCAPE NOTES 1. INSTALL PERFORATED PIPE WITH PERFORATIONS FACING DOWN. 2. WRAP DRAIN ROCK IN FILTER FABRIC (MIRAFI 140N OR APPROVED EQUIVALENT) AS INDICATED. 3. SEE PLAN FOR LOCATION AND INVERT ELEVATIONS OF SUBDRAIN. 4. CONTRACTOR CAN SUBSTITUTE NDS EZFLOW OR EQUIVALENT GRAVEL FREE FRENCH DRAIN IN LIEU FOR THE PROPOSED SUBDRAIN. 1 SUBDRAIN SCALE: NTS 2 AREA DRAIN SCALE: NTS 3 CLEANOUT SCALE: NTS TAPPED, BRASS WATERTIGHT CLEANOUT FINISHED GRADE SEE GRADING PLANS COMPACTED SOIL CLEANOUT COVER AT GRADE INSTALL VALVE BOX 2X4 REDWOOD HEADER, TYP PLUG WYE AT END OF LINE 45 DEG WYE FITTING DIRECTION OF FLOW PIPE SIZE, MATERIAL, AND INVERT PER PLAN EXTENSION AS REQUIRED RISER SIZE TO MATCH 1/8 BEND ELBOW PIPE BELOW NOTES 1. BRING TO SURFACE WITH TEMPORARY PLUG. AFTER ALL BACKFILL IS COMPLETE AND SUB-GRADE ESTABLISHED IN AREAS TO BE PAVED, THE FINAL RISER PIPE AND BOX SHALL BE INSTALLED AS SHOWN. TAPPED, BRASS WATERTIGHT CLEANOUT SET CASTING ASSEMBLY IN CEMENT CONCRETE COLLAR IN ASPHALT AREAS OR USE VALVE BOX SUITABLE FOR ANTICIPATED TRAFFIC LOADING IN HARDSCAPE AREAS FINISHED SURFACE SEE GRADING PLAN HAND TAMPED BACKFILL TO 90% RELATIVE COMPACTION SEE PLAN FOR SURFACE TYPE, SEE SURFACE DETAIL FOR SECTIONS CLEANOUT COVER6" PLANTING/LAWN HARDSCAPE PER PLANS HEIGHT AS REQUIRED SECTION GRATE OR STEEL COVER (SEE NOTE 2) INSTALL FRAME AND GRATE FLUSH WITH ADJACENT PAVEMENT OR LANDSCAPE ADDITIONAL TONGUE AND GROOVE JOINT AS REQUIRED LAP JOINT WITH MASTIC OR CONFINED O-RING SEALANT FOR PRECAST EXTENSIONS,TYP NOTES 1. JUNCTION BOXES SHALL BE FURNISHED WITH GALVANIZED STEEL, BOLT DOWN CHECKERED PLATE LIDS. FRAMES FOR GRATES AND LIDS SHALL BE GALVANIZED STEEL. 2. PROVIDE 12" DEEP SUMP BELOW OUTLET INVERT WHERE NOTED ON PLANS OR IN SCHEDULE. PER PLANS CORE (4)-1" WEEP HOLES IN BOTTOM OF SUMP FOR PERCOLATION INTO DRAIN ROCK DRAIN ROCK SUBGRADE PREPARATION PER SPECIFICATIONS 12" 4" (TYP) PIPE 4 CATCH BASIN/JUNCTION BOX SCALE NTSINLET SUMP OPTION FORM SLOPED BOTTOM IN FIELD IF REQUIRED PLAN FINISHED GRADE PER PLANS PER PLANS 6" MIN. PER PLANS SUBGRADE PREPARATION PER SPECIFICATIONS PER PLANS NOTES 1. CONTRACTOR TO USE ACO KlassikDrain [K100 or K200] OR APPROVED EQUIVALENT. TRENCH DRAINS SHALL BE PRE-SLOPED, UNLESS OTHERWISE NOTED AND FURNISHED IN ONE (1) METER LONG SEGMENTS. THE LENGTH OF PRE-MANUFACTURED SEGMENTS AND/OR GRATES SHALL NOT BE MODIFIED WITH OUT ENGINEER APPROVAL. SUBSTITUTION OF ALTERNATIVE PRODUCT(S) OR DESIGN SUBJECT TO ENGINEER'S REVIEW AND APPROVAL. 2. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" ABOVE THE TOP OF THE CHANNEL EDGE. SEE GRADING PLANS FOR EDGE CONDITIONS. 3. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. 4. [K100 IS A 4" TRENCH DRAIN or K200 IS AN 8" TRENCH DRAIN]. REFER TO LANDSCAPE ARCHITECT FOR GRATE FINISH MATERIAL. GRATES ARE TO BE LOAD CLASS [INSERT LOAD CLASS], ADA COMPLIANT, HEEL SAFE, BICYCLE SAFE, AND ANTI-SLIP RATING OF BPN OVER 24. 5. DESIGN FLOW RATES ARE IN CFS. THE MIN. AND MAX. DESIGN FLOW RATES WERE SET USING A FLOW-TO-DEPTH RATIO OF 0.8. 6. CATCH BASIN WIDTH, LENGTH, AND DEPTH VARIES PER PRODUCT TYPE. CATCH BASIN INVERT IS SET BY PRODUCT CONSTRAINTS. CONTRACTOR TO ENSURE TRASH BASKET IS COMPATIBLE WITH SPECIFIED CATCH BASIN PRODUCT(S). 7. REFER TO MANUFACTURER'S SPECIFICATIONS AND INSTALLATION REQUIREMENTS. PER PLANS a a c d e g h c a PER PLANS 5 TRENCH DRAIN (ACO KLASSIKDRAIN) SCALE: NTS CONCRETE ENCASEMENT DIMENSIONS K100 K200 CLASS A B C A B C A & B 4 4 4 6 6 6 C & D 6 6 6 8 8 8 E 8 8 8 10 10 10 ACO TRENCH DRAIN SECTION TRENCH DRAIN CONFIGURATIONS WITH/WITHOUT CATCH BASINS: f g h e a b h e i f d d DESIGN FLOW RATES 5 MIN MAX K100 0.11 0.54 K200 0.75 2.09 CATCH BASIN AT CENTER: CATCH BASIN AT END: NO CATCH BASIN: ACO SERIES 600 or 900 RISER AS NEEDED VARIES PER PRODUCT TYPE CATCH BASIN BOTTOM, SEE PLANS FOR PRODUCT TYPE CATCH BASIN TOP, SEE PLANS FOR PRODUCT TYPE VARIES PER PRODUCT TYPE ACO CATCH BASIN SECTION CATCH BASIN TOP AND BOTTOM ARE SHOWN FOR REFERENCE ONLY. DESIGN VARIES FOR EACH PRODUCT TYPE. REFER TO PLANS FOR PRODUCT TYPE TO BE USED. LEGEND: a. TRENCH DRAIN LENGTH PER PLANS. SEE NOTE 1 b. TRENCH DRAIN RIMS PER PLAN c. CATCH BASIN DIMENSIONS ARE SET BY MANUFACTURER. SEE NOTE 6 d. MINIMUM DEPTH PER MANUFACTURER e. ACO TRENCH DRAIN SEGMENTS (TYP). SEE NOTE 1 f. ACO TRASH BUCKET. SEE NOTE 6 g. ACO CATCH BASIN INVERT PER PLANS. SEE NOTE 6 h. STORM DRAIN PIPE SIZE, MATERIAL, AND INVERT PER PLANS i. ACO END CAP OUTLET SIZE SET BY MANUFACTURER, SEE PLANS FOR OUTLET SIZE AND INVERT b b b b C 1/8" A B ACO KlassikDrain GRATE. SEE NOTE 4 SLOPED CHANNEL UNITS SUBGRADE PREPARATION PER SPECIFICATIONS CONCRETE ENCASEMENT. SEE NOTE 3 5" (K100) 4" (K100) 10" (K200) 8" (K200) SEE NOTE 2 CONCRETE APRON OR ALT. EDGE CONDITION, SEE GRADING PLANS ALTERNATE EDGE CONDITIONS: EXPANSION JOINT PER PLANS (TYP) SLOPE TO DRAIN SEE GRADING PLANS (TYP) PAVERS LANDSCAPING OR ASPHALT. ASPHALT SECTION PER PLANS HAUNCHED ASPHALT PAVEMENT/LANDSCAPING C A B A B PAVER SECTION. SLP CONCRETE ENCASEMENT. SEE NOTE 3 C CONCRETE ENCASEMENT. SEE NOTE 3 NOTES 1. A MINIMUM CONCRETE STRENGTH OF 3000 PSI. THE CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. 2. PAVERS TO BE 1/8" ABOVE CHANNEL EDGE, SEALANT BETWEEN THE RAIL & CONCRETE. 3. SLOT DRAIN SYSTEM SHALL BE RATED FOR H-20 LOADING WHEN LOCATED IN VEHICULAR TRAFFIC AREAS. SLOT DRAIN SHALL BE ADA COMPLIANT, HEEL PROOF, BICYCLE PROOF, AND ANTI-SLIP RATING OF BPN OVER 24. 4" MIN SEE NOTE 3 4" MIN SEE NOTE 3 5 1/8" 1/8". SEE NOTE 2 1/2" SLOT WIDTH 4" MIN SEE NOTE 3 DEPTH VARIES 6 SLOT DRAIN SCALE: NTS SUBGRADE PREPARATION PER SPECIFICATIONS BOND PAVER TO SLOT DRAIN FRAME USING BONDING AGENT SLP FOR PAVER SECTION (TYP) GALVANIZED / STAINLESS STEEL SLOT DRAIN FRAME PREFABRICATED TRENCH DRAIN BODY CONCRETE ENCASEMENT. SEE NOTE 1 SLOPE TO DRAIN SEE GRADING PLAN SLOPE TO DRAIN SEE GRADING PLAN NOTES 1. WHEN INSTALLED ON EXISTING STORM DRAIN, OR SANITARY SEWER REMOVE PIPE AS REQUIRED TO INSERT WYE. IF CONTRACTOR INTENDS TO REMOVE SECTION BEYOND WHAT IS INDICATED ON PLANS, CONTRACTOR TO NOTIFY ENGINEER IN WRITING. 2. CONNECT WYE WITH CALDER COUPLINGS OR APPROVED EQUIVALENT. DIRECTION OF FLOW 7 WYE CONNECTION 45 DEGREES SCALE: NTS STORM DRAIN OR SEWER LINE PER PLANS 45° WYE REDUCING AS REQUIRED STORM DRAIN BRANCH OR SEWER LATERAL JOINT OR COUPLING AS REQUIRED PER MATERIAL DIRECTION OF FLOW NOTES 1. WHEN INSTALLED ON EXISTING STORM DRAIN OR SANITARY SEWER, REMOVE SECTION AS REQUIRED TO INSERT WYE. IF CONTRACTOR INTENDS TO REMOVE SECTION BEYOND WHAT IS INDICATED ON PLANS, CONTRACTOR TO NOTIFY ENGINEER IN WRITING. 2. CONNECT WYE WITH CALDER COUPLINGS OR APPROVED EQUIVALENT 8 WYE CONNECTION 90 DEGREES SCALE: NTS STORM DRAIN OR SEWER LINE PER PLANS 90° WYE REDUCING AS REQUIRED PROPOSED STORM DRAIN BRANCH OR SEWER LATERAL JOINT OR COUPLING AS REQUIRED PER MATERIAL 9 PRECAST MANHOLE SCALE: NTS 5" 48" (UNLESS OTHERWISE NOTED) VARIABLE BASE HEIGHTS PER MANUFACTURER 6" VARIABLE BARREL HEIGHTS PER MANUFACTURER ECCENTRIC CONE 24" 24" 6" ECCENTRIC MANHOLE NOTES 1. IF MANHOLE IS LOCATED IN CONCRETE PAVING, CONTRACTOR TO PROVIDE ISOLATION JOINT BETWEEN MANHOLE CONCRETE COLLAR AND ADJACENT CONCRETE PAVING. CAST IRON FRAME AND COVER PER PLANS GRADE RING FINISHED GRADE AS NEEDED 18" LAP JOINT WITH MASTIC OR CONFINED O-RING SEALANT (TYP) FIELD POUR FLOOR, FALL AT 2% TO OUTLET PIPE 58" (UNLESS OTHERWISE NOTED) SUBGRADE PREPARATION PER SPECIFICATIONS C7.02 DETAILS N.T.S. 13 15 FWA | JCP SG SITE IMPROVEMENT PROJECT
HEAD ROYCE SCHOOL
4315 LINCOLN AVE.

OAKLAND, CA  94602
P:\2013\13-274.1_Head_Royce\03_Design\01_CAD\ON-SITE\C7.0 - Details.dwg ,C7.02,Jasmine Pimentel ,1/11/2022 6:41:26 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 NOT FOR CONSTRUCTION Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM 214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28 12" MIN PIPE OD SPRINGLINE 36" COVER TO FINISHED GRADE UNLESS OTHERWISE NOTED SHOWN IN PLANS INVERT NOTES 1. BEDDING AND PIPE ZONE MATERIAL SHALL BE COMPACTED TO [90]% RELATIVE COMPACTION. 2. TRENCH ZONE MATERIAL SHALL BE COMPACTED TO [90]% RELATIVE COMPACTION. 3. BACKFILL SHALL BE PLACED IN LAYERS NOT TO EXCEED 8". 4. IF DIP IS NOT USED, FOR WATER AND FIRE WATER MAINS INSTALL SINGLE STRAND 12 AWG COPPER WIRE. 5. WHERE APPLICABLE, REMOVE A MINIMUM 6" OF PAVEMENT SURFACE BEYOND EDGE OF TRENCH WHEN INSTALLING UTILITY UNDER EXISTING PAVEMENT SURFACE REPLACE EXISTING PAVEMENT OVER TRENCH IN-KIND. IN LANDSCAPE AREAS. OMIT 6" OF OVERCUT ON EITHER 6. FINAL 12" OF BACKFILL MATERIAL TO BE COMPACTED TO 95% RELATIVE COMPACTION IN HARDSCAPE AREAS. IN LANDSCAPED AREAS, FINAL 12" OF BACKFILL MATERIAL TO BE COMPACTED TO 90% RELATIVE COMPACTION AND COVERED WITH TOP SOIL TO MEET GRADE SHOWN ON GRADING PLANS. EXCAVATE BELL HOLES AT EACH JOINT TO PERMIT ASSEMBLY TRACER WIRE, SEE NOTE 4 EXISTING PAVEMENT AND BASE TO REMAIN (E) AC PAVEMENT WIDTH VARIES PER PIPE DIAMETER 6" SEE NOTE 5 6" SEE NOTE 5 PAVEMENT SECTION TO MATCH (E) AC PAVEMENT OR (P) ADJACENT PAVEMENT PER PLAN 12" FINAL BACKFILL MATERIAL COMPACTED TO 95% RELATIVE COMPACTION TRENCH ZONE BACKFILL, SEE NOTE 2 WARNING TAPE 18" BELOW FINISHED GRADE 6" MIN 8" MAX 6" BEDDING MATERIAL, SEE NOTE 1 PIPE ZONE BACKFILL, SEE NOTE 1 SUBGRADE PREPARATION PER GEOTECHNICAL  ENGINEER RECOMMENDATIONS 2 THRUST BLOCK SCALE  NTS TYPICAL BEARING SURFACE TEE PLAN VIEW PLUG/END CAP PLAN VIEW 15° SECTION THROUGH THRUST BLOCK MINIMUM BEARING SURFACE THRUST BLOCK AREA (SQ. FT.) PIPE SIZE 11 1/4° BEND 22 1/2° BEND 45° BEND 90° BEND TEE/END CAP AREA AREA AREA AREA AREA 4" XX XX XX XX XX 6" XX XX XX XX XX 8" XX XX XX XX XX 12" XX XX XX XX XX BEARING SURFACE AREA, SEE NOTE 1 15# FELT END CAP b d b d D h Ht NOTES 1. BEARING SURFACE SHALL BE PLACED ON UNDISTURBED SOIL WHERE POSSIBLE; OTHERWISE, FILL BETWEEN THE BEARING SURFACE AND THE UNDISTURBED SOIL MUST BE COMPACTED TO 90% RELATIVE COMPACTION. 2. BLOCK HEIGHT (h): D<=h<= 1/2 Ht AND SHOULD BE 1-2 TIMES b 3. GRAVITY BLOCKS SHALL BE USED TO RESIST THRUST IN THE VERTICAL DIRECTION. ONLY THE WEIGHT OF THE BLOCK WILL BE USED TO RESIST THE VERTICAL THRUST BEND PLAN VIEW SEE NOTE 1 d b 1 TYPICAL TRENCH DETAIL SCALE  NTS SEE ELECTRICAL AND COMMUNICATIONS DRAWINGS FOR ELECTRICAL, LOW VOLTAGE, COMMUNICATIONS, AND GAS JOINT TRENCH CONTENTS. JOINT TRENCH DETAIL TO BE DEVELOPED FURTHER. 3 JOINT TRENCH SCALE: NTS 4 FIRE DEPARTMENT CONNECTION  (FDC) SCALE: NTS FDC NOTES 1. THE FIRE DEPARTMENT CONNECTION SHALL USE A NATIONAL HOSE INTERNAL THREADED SWIVEL FITTING(S) WITH A NATIONAL HOSE STANDARD THREAD(S). 2. CAPS SHALL BE SUITABLE FOR THE PRESSURE OF THE FIRE SYSTEM, LOCKABLE AND ARRANGED FOR EASY REMOVAL BY FIRE DEPARTMENT. 3. EACH FIRE DEPARTMENT CONNECTION SHALL BE DESIGNATED WITH A SIGN AS FOLLOWS: A. SIGN SHALL LEAVE RAISED OR ENGRAVED LETTERS AT LEAST 1 INCH IN HEIGHT ON A PLATE OR FELTING. B. SIGN SHALL INDICATE THE TYPE OF SYSTEM FOR WHICH THE CONNECTION IS INTENDED WITH EITHER THE BUILDING ADDRESS IT SERVING, THE ENTIRE BUILDING OR WITH WHICH PORTION OF BUILDING ITS SERVING IT OR ONLY A PORTION OF BUILDING. C. WHEN THE SYSTEM DEMANDS EXCEEDS 150 PSI THE SIGN SHALL INDICATE THE REQUIRED DESIGN PRESSURE. 4. FDC SHALL BE  INSTALLED A MINIMUM 36"  FROM FACE OF CURB OR PROTECTED BY BOLLARDS. 5. A CLEAR WORKING SPACE OF 36" SHALL BE PROVIDED ON ALL SIDES OF FDC. 4" NATIONAL PIPE TAPERED (NPT) 2-1/2" X 2-1/2" NATIONAL STANDARD THREAD (NST) SWIVELS. SEE NOTE 1 CAP WITH CHAIN. SEE NOTE 2 CHECK VALVE AS REQUIRED PROVIDE SIGNAGE NOTES. SEE NOTE 3 4" FDC RISER 4"X4" TEE FLANGE BY FLANGE 36" MINIMUM COVER UNLESS OTHERWISE NOTED ON PLANS 36" CORROSION RESISTANT  ESCUTCHEON OR CONCRETE PAD PER LOCAL FIRE AGENCY REQUIREMENTS 4" DIP, FLANGEDxPE FIRE SERVICE PIPE SIZE, MATERIAL AND  ELEVATION PER PLAN DIP SPOOL 3' MIN COVER TO BUILDING DOUBLE CHECK VALVE ASSEMBLY WITH OS&Y PER SPECIFICATIONS DIP SPOOL CONCRETE SLAB SEE NOTE 3 ADJUSTABLE PIPE SUPPORT AS REQUIRED4" MIN FIRE SERVICE FROM PUBLIC MAIN THRUST BLOCK 6" MIN 12" MIN 30" MAX SEE NOTE 2 5 FIRE DCV WITH OS&Y ASSEMBLY SERVICES 4" AND LARGER SCALE: NTS 90° ELBOW (FLxMJ) PL NOTES 1. INSTALL DCV ASSEMBLY X' FROM PROPERTY LINE TO MEET LOCAL WATER DISTRICT REQUIREMENTS. 2. INSTALL DCV ASSEMBLY MINIMUM X' ABOVE CONCRETE SLAB. 3. 3000 PSI CONCRETE SLAB. PROVIDE RECTANGULAR SLAB WITH A WIDTH AND LENGTH THAT IS 6" CLEAR OF ASSEMBLY. 4. COORDINATE INSTALLATION WITH FINAL FIRE WATER SERVICE LOCATION. SEE NOTE 1 C900 PVC C900 PVC 6" C900 PIPE OR DIP SPOOL AS NEEDED 6" 6 FIRE HYDRANT INSTALLATION SCALE: NTS GATE VALVE PER PLANS ANCHORING TEE OR 3-WAY TEE WITH ANCHORING COUPLING VALVE BOX WITH H-20 TRAFFIC RATED LID PER PLANS PER PLANS FIRE HYDRANT PER LOCAL FIRE AGENCY APPROVAL FLANGE BOLTS SHALL BE SET ABOVE FINISHED GRADE TO ENABLE BOLT AND NUT REMOVAL. SET TOP SCORE MARK OF 6" BREAK-OFF RISER FLUSH WITH TOP OF PAD BREAK-OFF RISER HYDRANT BREAK-OFF CHECK VALVE CONCRETE THRUST BLOCK PER PLANS (TYP) BREAKAWAY FLANGE FINISHED GRADE MECHANICAL JOINT (TYP) 36" MINIMUM COVER UNLESS OTHERWISE NOTED ON PLANS WATER MAIN PER PLANS 8' MINIMUM PUMPER CONNECTION TO FACE ROAD UNLESS OTHERWISE SPECIFIED CONCRETE THRUST BLOCK PER PLAN MECHANICAL JOINT TAPPING GATE VALVE 8" SDR 35 OR THICKER VALVE RISER VALVE EXTENSION WHEN REQUIRED SEE NOTE #1 VALVE BOX AND COVER TO BE FLUSH WITH ADJACENT HARDSCAPE/SOFTSCAPE RUN THROUGH HOLES CUT IN RISER AT 15" BELOW GRADE TRACER WIRE PER SPECS TRACE WIRE TO BE PLACED AT TOP OF PIPE AND TAPED AT 8 FOOT INTERVALS VALVE BOX ALIGNMENT DEVICE VALVE BOX BOTTOM MECHANICAL JOINT (TYP) 36" MINIMUM COVER UNLESS OTHERWISE NOTED ON PLANS WATER MAIN SIZE, MATERIAL, AND INVERT PER PLANS FINISHED GRADE 7 6" - 12" GATE VALVE SCALE: NTS 12" MIN 30" MAX REDUCED PRESSURE PRINCIPLE ASSEMBLY PER SPECIFICATIONS CONCRETE SLAB SEE NOTE 3 FROM DOMESTIC WATER METER 8 DOMESTIC RPP ASSEMBLY SERVICES 4" AND LARGER SCALE: NTS 3' MIN COVER TO BUILDING 4" MIN THRUST BLOCK 6" MIN PL 90° ELBOW (FLxMJ) NOTES 1. INSTALL RPP ASSEMBLY X' FROM PROPERTY LINE TO MEET LOCAL WATER DISTRICT REQUIREMENTS. 2. INSTALL RPP ASSEMBLY MINIMUM X' FT ABOVE CONCRETE SLAB. 3. 3000 PSI CONCRETE SLAB. PROVIDE RECTANGULAR SLAB WITH A WIDTH AND LENGTH THAT IS 6" CLEAR OF THE ASSEMBLY. 4. COORDINATE INSTALLATION WITH FINAL WATER SERVICE AND WATER METER LOCATION. SEE NOTE 1 C900 PVC C900 PVC DIP SPOOL
DIP SPOOL ADJUSTABLE PIPE SUPPORT AS REQUIRED C7.03 DETAILS N.T.S. 14 15    FWA | JCP SG SITE IMPROVEMENT PROJECT
HEAD ROYCE SCHOOL
4315 LINCOLN AVE.

OAKLAND, CA 94602
P:\2013\13-274.1_Head_Royce\03_Design\01_CAD\ON-SITE\C7.0 - Details.dwg ,C7.03,Jasmine Pimentel ,1/11/2022 6:41:36 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 NOT FOR CONSTRUCTION Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM 214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28 1 RAIN GARDEN (UNDERDRAINED, WITH DETENTION) SCALE: NTS 6" RISER 12" ATRIUM WITH 12" CATCH BASIN PER SPECIFICATIONS 6" OUTLET TO SD SYSTEM. SEE PLAN FOR INVERTS AND ROUTING 1" 6" TO 4" REDUCER 1.0' TRANSITION FROM HARDSCAPING OR LANDSCAPING ZONE LANDSCAPE EDGE CONDITION PER PLAN (TYP) FLAT GRADE AREA AND ELEVATION PER PLAN 1:1 SLOPE LINE SIDES ONLY WITH NON-WOVEN GEOTEXTILE FILTER FABRIC. 1.0' TRANSITION FROM HARDSCAPING OR LANDSCAPING ZONE LEVEL BOTTOM SURFACE AND ELEVATION PER PLAN AS REQUIRED TO MEET ADJACENT GRADE 1" 4" PERFORATED PIPE WITH 0% SLOPE. SEE PLAN FOR INVERT AND ROUTING. 4" RISER W/ CLEANOUT LID. RIM FLUSH WITH FINISHED SURFACE ELEVATION UN-COMPACTED NATIVE SOILS 18" DEPTH OF BIORETENTION SOIL MIX, SEE SPECIFICATIONS. 9" DEPTH CLASS II PERMEABLE DRAIN ROCK 3" FREEBOARD 6" PONDING DEPTH 3" DEPTH 3/8" PEA GRAVEL SEPARATION LAYER PER ASTM C-33 REQUIRED BOTTOM AREA PER PLAN 1 3 VARIES, SLP 2 FLOW THROUGH PLANTER SCALE: NTS BUILDING WALL RAINWATER OUTLET, SEE ARCH PLANS 18" DIA SPLASH PAD OF COBBLES OR STONES 6" BLACK PE DRAIN RISER AND DUCTILE IRON ATRIUM GRATE SET 2" BELOW TC REINFORCED CONC PLANTER, SLP PE SD, CONNECT TO STORM DRAIN PER DRAINAGE PLAN GROUT SPACE BETWEEN PIPE & PENETRATION SLEEVE 4" PE PERF PIPE UNDERDRAIN AS SHOWN ON DRAINAGE PLAN SLOPE BOTTOM AT MIN 2% TOWARDS UNDERDRAIN FROM BLDG DOWNSPOUT, SPP WATERPROOFING, SLP BUILDING WALL & FOUNDATION PER STRUCTURAL AND ARCH PLANS 18" DEPTH OF BIORETENTION SOIL MIX, SEE SPECIFICATIONS. 9" DEPTH CLASS II PERMEABLE DRAIN ROCK 3" DEPTH 3/8" PEA GRAVEL SEPARATION LAYER PER ASTM C-33 2" 6" PONDING 3 CURB CUT SCALE NTS CURB AND GUTTER PER DETAIL 6/C7.01 SLOPE ENTRY POINT OF CURB CUT TO DIRECT STREET RUNOFF INTO LANDSCAPE SLOPE PER PLANS 2" MIN DROP FROM GUTTER PAN TO FINISH GRADE OF LANDSCAPE PLAN VIEW GUTTER PER CURB AND SECTION VIEW DETAIL 6/C7.01 18" WIDE CURB CUT FLOW SLOPE PER PLANS SLOPE PER PLANS LANDSCAPE AREA STREET / PARKING LOT 8"Ø CONC. FOOTING INSTALLED IN EARTH, TO 4" BELOW FINISHED GRADE 1/2"Ø x 2" LONG GALV. BOLT THREADED INTO WALL OF SLEEVE 24" LONG x 2-7/8" O.D. GALV. STEEL SLEEVE, CAPPED WITH MINIMUM 2 LAYERS DUCT TAPE EXISTING GROUND 1/2"Ø GALV. THRU-BOLT @ 1 1/2" ABOVE FINISHED GRADE 2-3/8" O.D. THIN WALLED GALV. STEEL POST NEW ASPHALT PAVEMENT AS PER PLAN REUSE EXISTING SIGN PANELS WHERE POSSIBLE FASTEN TO POST WITH 2-1/4"Ø MIN U-BOLTS CAP POST WITH PREFAB STEEL END CAP 5' 3" 4 SIGN INSTALLATION SCALE: NTS NOTES 1. SPECIFICATIONS AND INSTALLATION SHALL BE IN ACCORDANCE WITH PIPE MATERIAL MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL ENSURE ZERO SLOPE ALONG ENTIRE LENGTH OF THE PERFORATED PIPE. 3. INSTALL BIODEGRADABLE EROSION CONTROL BLANKET PER MANUFACTURER'S RECOMMENDATIONS (NORTH AMERICAN GREEN S75BN OR EQUIVALENT) AND HYDROSEED. 4. NATIVE STONE SHOULD BE SONOMA FIELDSTONE OR SIMILAR STONE IN WARM TAN COLOR. 5. THE GEOTEXTILE LINER SHOULD NOT EXTEND PAST THE STONE OR BE VISIBLE. SECTION VIEW 5 LEVEL SPREADER SCALE: NTS EXISTING GRADE BUILD UP SOIL AROUND CLEANOUT TO MAKE FLUSH WITH GRADE BACKFILL NATIVE SOIL AS NEEDED TO MATCH EXISTING SLOPE. ANCHOR BLANKET PER MANUFACTURER'S RECOMMENDATIONS AT TOP OF SLOPE OR EXCAVATE OUT 12" BENCH AND BACKFILL WITH NATIVE SOIL. 4" VERTICAL CLEANOUT AT PERFORATED PIPE LEFT END RIM ELEV 2" ABOVE GRADE 4" 3 HOLE 120° PERFORATED PIPE WITH HOLES SPACED EVERY 0.5LF OF PIPE PLACED WITH TOP HOLES UP 12"-16" EXPOSED 3"-5" DIA NATIVE STONE. SEE NOTE 4. BIODEGRADABLE EROSION CONTROL BLANKET. SEE NOTE 3 NATIVE SEED PLANTING ANCHOR EROSION BLANKET PER MANUFACTURER'S RECOMMENDATION X CUBIC FEET CONCRETE ANCHOR POURED INTO NATIVE SOIL WITH RESTRAINT CLAMPS OVER TEE PERMANENT GEOTEXTILE LINER 2" DEEP CLASS II DRAIN ROCK TO ACHIEVE LEVEL BASE VERTICAL BEND AS REQUIRED OUTLET PIPE FROM STORM DRAIN SYSTEM 12"± 3' MIN VARIES 12" 12"± SUBGRADE PREPARATION PER SPECIFICATIONS ****** 6 OUTLET STRUCTURE SCALE: NTS C7.04 DETAILS N.T.S. 15 15 FWA | JCP SG SITE IMPROVEMENT PROJECT
HEAD ROYCE SCHOOL
4315 LINCOLN AVE.

OAKLAND, CA 94602
P:\2013\13-274.1_Head_Royce\03_Design\01_CAD\ON-SITE\C7.0 - Details.dwg ,C7.04,Jasmine Pimentel ,1/11/2022 6:41:46 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 NOT FOR CONSTRUCTION Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM 214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28 POB POINT OF BEGINNING PROPERTY LINE ALIGN FLUSH MEX MEET EXISTING CONDITION MATCHLINE COORDINATE POINT L.O.W LINE T R TRASH AND RECYCLING RECEPTACLES EXISTING CONTOUR PROPOSED CONTOUR LANDSCAPE BOULDERS MILLED TIMBER SEATING LOG STUMPS 5350 53 ACOUSTIC FENCE SALVAGED TIMBER LOGS EXISTING TREE PROPOSED TREE LOW WRC WOOD DECK ASPHALT (ROAD,PARKING), SCD LANDSCAPE HEADER // RETENTION ANGLE LL STONE PAVING CONCRETE PAVERS STABILIZED GRANITECRETE PAVING GRANITECRETE PAVING PEA GRAVEL DECORATIVE AGGREGATE PROPERTY LNE LOW L.O.W LINE 49 PROPOSED CONTOUR (1'-0") 49 EXISTING CONTOUR (1'-0") PROTECT IN PLACE REMOVE TRANSPLANT TREE TAG FROM (ARBORIST) XXXX LANDSCAPE SHEET INDEX, NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS NTS L0.00 Sheet No. Sheet Title L0.00 LANDSCAPE SHEET INDEX, NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS L0.10 ILLUSTRATIVE SITE PLAN L0.20 SHEET KEY PLAN L0.601 ARBORIST TREE ASSESSMENT REPORT-1 L0.602 ARBORIST TREE ASSESSMENT REPORT-2 L0.603 ARBORIST TREE ASSESSMENT REPORT-3 L0.604 TREE PROTECTION AND REMOVAL SCHEDULE-AREA 1 L0.605 TREE PROTECTION AND REMOVAL SCHEDULE-AREA 2 L0.61 TREE PROTECTION AND REMOVAL PLAN-AREA 1 L0.62 TREE PROTECTION AND REMOVAL PLAN-AREA 2 L1.1.01 LAYOUT PLAN AREA 1 L1.1.02 LAYOUT PLAN AREA 2 L1.2.00 MATERIAL LEGEND L1.2.01 MATERIAL PLAN AREA 1 L1.2.02 MATERIAL PLAN AREA 2 L1.6.00 PLANTING LEGEND L1.6.01 PLANTING PLAN AREA 1 L1.6.02 PLANTING PLAN AREA 2 L1.7.00 IRRIGATION LEGEND AND WATER CALCULATIONS L1.7.01 IRRIGATION PLAN AREA 1 L1.7.02 IRRIGATION PLAN AREA 2 GENERAL NOTES SHEET LIST ABBREVIATIONS GENERAL - ALL SHEETS 1. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. PERFORM THE WORK IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS, AND APPLICABLE REQUIREMENTS OF THE CITY OF OAKLAND, COUNTY OF ALAMEDA AND OTHER REGULATORY AGENCIES. 3. UNLESS OTHERWISE SPECIFIED, SPECIFIC REFERENCES TO CODES, REGULATIONS, STANDARDS, MANUFACTURER'S INSTRUCTIONS, OR REQUIREMENTS OF REGULATORY AGENCIES, WHEN USED TO SPECIFY REQUIREMENTS FOR MATERIALS OF DESIGN ELEMENTS, SHALL MEAN THE LATEST EDITION OF EACH IN EFFECT ON THAT THE DATE OF SUBMISSION OF BIDS, OR THE DATE OF THE CHANGE ORDER OF FIELD ORDER, AS APPLICABLE. 4. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS ARE TO CONSTRUCT THE WORK INDICATED ON THE LANDSCAPE DRAWINGS IN ACCORDANCE WITH CALIFORNIA ACCESSIBILITY STANDARDS, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. 5. REPORT DISCREPANCIES IN DRAWINGS OR SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR CLARIFICATIONS AND ADJUSTMENTS BEFORE COMMENCING WORK. ANY DEVIATIONS OR CHANGES IN THESE DRAWINGS WITHOUT WRITTEN ACCEPTANCE OF THE OWNER'S REPRESENTATIVE SHALL ABSOLVE THE OWNER'S REPRESENTATIVE AND THE DESIGN LANDSCAPE ARCHITECT OF ANY AND ALL RESPONSIBILITY OF SAID DEVIATION AND CHANGE. 6. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 7. THE EXACT LOCATION AND ELEVATION OF UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR. IF SHOWN, EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS, BASED UPON RECORD INFORMATION AVAILABLE TO THE LANDSCAPE ARCHITECT AT THE TIME OF PREPARATION OF THESE PLANS. LOCATION MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY AND COMPLETENESS OF THE INFORMATION SHOWN. 8. OBTAIN ACCEPTANCE OF HORIZONTAL ALIGNMENT OF ELEMENTS IN THE FIELD FROM OWNER'S REPRESENTATIVE PRIOR TO INSTALLMENT. 9. PROTECT FROM DAMAGE EXISTING UTILITIES ON THE SITE AND ON THE ADJACENT PROPERTY, INCLUDING BUT NOT LIMITED TO, WATER, SEWER, DRAINAGE, TELEPHONE AND SERVICES THAT ARE TO REMAIN IN PLACE. 10. PROTECT FROM DAMAGE EXISTING STREETS, SIDEWALKS AND ADJACENT PROPERTY THROUGHOUT THE WORK. 11. IF LIVE UTILITIES ARE ENCOUNTERED, NOT INDICATED PREVIOUSLY, PROTECT THE SAME FROM DAMAGE AND IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND AFFECTED UTILITY PROVIDER. DO NOT PROCEED UNTIL FURTHER INSTRUCTIONS ARE RECEIVED. 12. REFER TO GEOTECHNICAL AND CIVIL DOCUMENTS FOR PROPERTY EDGE CONDITIONS, CLAY CAP LAYER AND SOIL FILL. 13. CONFLICTS BETWEEN GEOTECHNICAL REPORT AND LANDSCAPE DOCUMENTS SHALL BE BROUGHT TO OWNER'S REPRESENTATIVE'S ATTENTION. 14. VERIFY LOCATION OF SUBSURFACE UTILITIES, PIPES AND STRUCTURES. SHOULD UTILITIES OR OTHER WORK NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS, PROMPTLY NOTIFY OWNER'S REPRESENTATIVE. FAILURE TO DO SO WILL MAKE CONTRACTOR LIABLE FOR DAMAGE ARISING FROM THEIR OPERATIONS SUBSEQUENT TO DISCOVERY OF UTILITIES NOT SHOWN ON PLANS. 15. PERFORM WORK IN ACCORDANCE WITH PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP). REFER TO CIVIL DRAWINGS 16. REFER TO CIVIL DOCUMENTS FOR ADDITIONAL INFORMATION RELATED TO AND PART OF THE WORK SHOWN IN THESE DRAWINGS. 17. ALL WORK WITHIN THE CITY OF OAKLAND RIGHT OF WAY SHALL CONFORM TO CURRENT CITY AND COUNTY STANDARDS UNLESS OTHERWISE ACCEPTED IN WRITING BY THE CITY. 18. REFER TO CIVIL DRAWINGS FOR GRADING AND DRAINAGE FOR ALL VEHICULAR/PARKING AREAS 19. NO OFFSITE IMPROVEMENTS ARE INCLUDED IN THIS DRAWING SET. TOP OF RETENTION ANGLE SWALE FLOWLINE HIGH POINT TREE PLANTING TRENCH LIMIT INV INVERT ELEVATION VEH VEHICULAR LOW LIMIT OF WORK VIF VERIFY IN FIELD HANDICAP VAN PARKING STALL FL FLOW LINE FACE OF WALL FINISH SURFACE GRADE BREAK GROUT JOINT HANDICAP PARKING STALL HANDICAP HANDHOLE HIGH POINT INSIDE DIAMETER INVERT ELEVATION HC HH HPHVID IEFOW FS GB GJ H EACH FACE EXPANSION JOINT ELEVATION ENGINEER EACH WAY EXISTING FINISH FLOOR ELEVATION FINISHED GRADE FIRE HYDRANT EDGE OF PAVEMENT EQ EQUAL EW EX FFE FG FH EA EF EJ EL ENGR EP EACH TPTL TOP OF STEEL HEADER TOP OF FENCE TOP OF FOOTING TOP OF POST TOP OF STEP TOP OF WALL TYPICAL UNIFORM FIRE CODE VOID STACK TOE OF BERM TOP OF BERM TSTSH TW TYP UFC V TOB TOE TOF TOFG TOP TOP OF GUTTER TOP OF FOOTING TOP OF BENCH SUBGRADE STEEL HEADER SIMILAR SCORE JOINT STAINLESS STEEL TOP OF CURB TOP OF HEADER TATGTFTBTC TH SHP SIM SG SH SJ SS SEE ARCHITECTURAL DRAWINGS SEE ELECTRICAL DRAWINGS AC ASPHALTIC CONCRETE MAX MAXIMUM CH CONCRETE HEADER CONTROL JOINT CENTER LINE CLEARANCE CONCRETE MASONRY UNIT CLEAN OUT CONSTRUCTION JOINT CONCRETE CONTINUOUS CENTER POINT DROP INLET DIAMETER COJ CONC CONT CPDI DIA DN DOWN CJ CL CLR CMU CO AREA DRAIN ARCHITECT BALL AND BURLAP BOTTOM OF CURB BOTTOM OF FENCE BUILDING BOTTOM OF STEP BACK OF SIDEWALK BOTTOM OF WALL CALIPER CATCH BASIN BLDG BSBSW BW CAL CBARCH AD B&B BCBF PED PEDESTRIAN PERFORATED POINT OF CONNECTION POINT OF TANGENCY RADIUS ROOT BARRIER ROUNDED GRADE BREAK RIM ELEVATION RIGHT OF WAY SEE CIVIL DRAWINGS STORM DRAIN RGB RIM ROW SAD SCD SED SD PERF POC RPTRB MANUFACTURER MANHOLE MINIMUM NOT IN CONTRACT NOT TO SCALE ON CENTER ON CENTER EACH WAY OUTSIDE DIAMETER OPPOSITE PLANTING AREA MILLIMETERS NTS OCEW OPP OC OD PA MFR MH MIN NIC MM @ AT LP LOW POINT PD PLANTING DRAIN SPD SEE PLUMBING DRAWING SSD SEE STRUCTURAL DRAWINGS WWF WELDED WIRE FABRIC WPM WATER-PROOF MEMBRANE ADRE AREA DRAIN RIM ELEVATION FOC FACE OF CURB EG EXISTING GRADE (E) EXISTING (N) NEW HDR HEADER STL STEEL LANDSCAPE DRAWINGS, NOTES, LEGENDS, SYMBOLS AND ABBREVIATIONS RADIUS DIMENSION LINEAR DIMENSION ELEVATION REVISION CLOUD BREAK LINE 1:1 SLOPE SHEET NUMBER ALIGN DETAIL NUMBER ENLARGED PLAN AREA CENTERLINE BREAK LINE 1:1 SLOPE SHEET NUMBER ALIGN DETAIL NUMBER ENLARGED PLAN AREA CENTERLINE REVISION CLOUD SECTION/ELEVATION DETAIL CONTEXT PLAN Scale N.A. 1"=32' 1"=32' N.A. N.A. N.A. N.A. N.A. 1"=20' 1"=20' 1"=20' 1"=20' N.A. 1"-20' 1"-20' N.A. 1"=20' 1"=20' N.A. 1"=20' 1"=20' SOUTH CAMPUS - HEAD ROYCE. Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM KLTL214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES l+ll FINAL DEVELOPMENT PLAN 2022-01-07 TREE PROTECTION AND REMOVAL LEGEND LAYOUT LEGEND MATERIAL LEGEND PLANTING LEGEND REFER SHEET L1.6.00 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28 ENTRANCE CHALKBOARD INTERACTIVE SIGN LABYRINTH SOFT PATIO LOG GARDEN CHALKBOARD THE BALCONY THE OVAL THE LOG JAM FOUNDERS ROCK OAK HILL TIMBER RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP TIMBER LOG SEATING SHADE GROW LAWN P.A. P.A. P.A. WITH D.G INSETS STORMWATER GARDENS ACCESS GATE SURFACE PARKING (EXISTING TREES TO BE PROTECTED) (EXISTING TREES TO BE PROTECTED) (EXISTING TREES TO

BE PROTECTED)
(EXISTING TREES TO

BE PROTECTED) OAK GROVE BOULDER GARDEN BOXED OAK TREES WOODEN SEAT STEPS DG DG (EXISTING TREES TO BE PROTECTED) (EXISTING TREES TO BE PROTECTED) (EXISTING TREES TO

BE PROTECTED)
(EXISTING TREES TO

BE PROTECTED)
(EXISTING TREES TO
BE PROTECTED) THE COMMONS OAK DECK B 2 B 1 B 0 DROP OFF B 9 PROPOSED PARKING TEACHING GARDENS GREENHOUSE PLANTING BEDS STORAGE SHED COMMON TABLE (EXISTING TREES TO BE PROTECTED) (EXISTING TREES TO PLAYFIELD BE PROTECTED) FOREST CLEARINGS CLASSROOM MEADOW CLASSROOM OAK GARDEN CLASSROOM ADA ACCESS PATH (EXISTING TREES TO BE PROTECTED) WOOD DECK MEADOW HILL NATIVE GARDENS PROPERTY LINE PROPERTY LINE PROPERTY LINE

PROPERTY LINE

PROPERTY LINE PROPERTY LINE PROPERTY LINE LINNET AVENUE

LINCOLN AVENUE
LINCOLN AVENUE ABILITY NOW CHARLESTON ST.

CAMELLIA PL. HEAD ROYCE SCHOOL NORTH CAMPUS CHALKBOARDLONG TABLE CHALKBOARD DROP OFF VEHICULAR EXIT VEHICULAR ENTRANCE P.G.E. ECO LAB WATER PLAY STORMWATER PLANTING BEDS COMPOSTING BINS SUN GROW STORMWATER GARDENS STORMWATER GARDENS FARM TO TABLE GARDEN DUMPSTER STORMWATER GARDENS STORMWATER GARDENS STORMWATER GARDENS STORMWATER GARDENS STORMWATER GARDENSACCESS GATE ACCESS GATE BIKE PARKING (40) LANDSCAPE ILLUSTRATIVE PLAN 1"=32' L0.10 Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM KLTL214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES l+ll FINAL DEVELOPMENT PLAN 2022-01-07 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28

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L.O.W MATCHLINE AREA 2 MATCHLINE AREA 1 SEE SHEET L0.62 L1.1.01 L1.2.01 L1.6.01 L1.7.01 AREA 1 SEE SHEET L0.61 L1.1.02 L1.2.02 L1.6.02 L1.7.02 AREA 2 Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan:

Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM KLTL214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES l+ll FINAL DEVELOPMENT PLAN 2022-01-07 PART D ARBORIST TREE ASSESSMENT PLAN 02 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28 3975 25950 Protect Quercus agrifolia Coast live oak Native 12, 11 Protected 3976 25948 Remove Cupressus nootkatensis Alaskan yellow cedar Nonnative 3 Not Protected 3977 25949 Protect Cotoneaster franchetii Franchet's cotoneaster Nonnative 4, 3, 3 Protected 3979 25886 Protect Quercus agrifolia Coast live oak Native 16, 13, 9, 6 Protected 3980 30283 Remove Ficus sp. Fig Nonnative 1 Not Protected 3981 25929 Protect Quercus agrifolia Coast live oak Native 14 Protected 3982 25859 Protect Quercus agrifolia Coast live oak Native 15 Protected 3983 25858 Protect Sequoia sempervirens Coast redwood Native 16 Protected 3984 25854 Protect Quercus agrifolia Coast live oak Native 7 Protected 3985 25855 Protect Quercus ilex Holly oak Nonnative 4 Not Protected 3986 30546 Protect Quercus ilex Holly oak Nonnative 5 Not Protected 3987 30218 Protect Quercus agrifolia Coast live oak Native 5 Protected 3988 30219 Protect Quercus agrifolia Coast live oak Native 6 Protected 3989 30217 Protect Quercus agrifolia Coast live oak Native 11 Protected 3990 30214 Protect Olea europaea Olive Nonnative 22 Protected 3991 30216 Protect Olea europaea Olive Nonnative 11 Protected 3992 30215 Protect Quercus agrifolia Coast live oak Native 6 Protected 3993 10299 Protect Quercus agrifolia Coast live oak Native 5 Protected 3994 10298 Protect Cedrus deodara Deodar cedar Nonnative 34 Protected 3995 30213 Protect Quercus agrifolia Coast live oak Native 6 Protected 3996 10300 Protect Olea europaea Olive Nonnative 24 Protected 3997 30275 Protect Quercus ilex Holly oak Nonnative4 Not Protected 3998 30274 Remove Brahea sp. Brahea palm Nonnative 12 Protected 3999 10311 Protect Quercus agrifolia Coast live oak Native 7 Protected 4000 10312 Protect Quercus agrifolia Coast live oak Native 8 Protected 5601 25252 Protect Quercus agrifolia Coast live oak Native 8 Protected 5602 25253 Protect Quercus ilex Holly oak Nonnative 9, 8, 8, 8 Protected 5603 25279 Protect Quercus agrifolia Coast live oak Native 17, 17 Protected 5604 25301 Remove Juglans nigra Black walnut Nonnative 20 Protected 5605 25151 Remove Malus sp. Crabapple Nonnative 13 Protected 5606 25236 Protect Quercus agrifolia Coast live oak Native 44 Protected 5607 25230 Protect Quercus agrifolia Coast live oak Native 9 Protected 5608 25228 Protect Arbutus unedo Strawberry tree Nonnative 14, 2 Protected 5609 25224 Protect Arbutus unedo Strawberry tree Nonnative 6, 4 Protected 5610 25200 Remove Pinus radiata Monterey pine Nonnative 29 Not Protected 5611 25183 Remove Pinus radiata Monterey pine Nonnative 18 Not Protected 5612 25182 Remove Pinus radiata Monterey pine Nonnative 34 Not Protected 5613 25163 Protect Quercus agrifolia Coast live oak Native 19, 18, 12 Protected 5614 25144 Protect Quercus agrifolia Coast live oak Native 36 Protected 5615 25143 Remove Pinus radiata Monterey pine Nonnative 31 Not Protected 5616 25096 Remove Arbutus unedo Strawberry tree Nonnative4 Not Protected 5617 30507 Remove Schinus molle Peruvian pepper tree Nonnative 15, 15, 14 Protected 5618 25117 Remove Malus sp. Crabapple Nonnative 6, 6 Protected 5619 30429 Remove Malus sp. Crabapple Nonnative 8 Not Protected 5620 30430 Remove Acacia melanoxylon Blackwood acacia Nonnative 5 Not Protected 5621 30431 Protect Quercus agrifolia Coast live oak Native 16, 12 Protected 5622 30432 Protect Quercus agrifolia Coast live oak Native 19 Protected 5623 30433 Protect Sequoia sempervirens Coast redwood Native 13 Protected 5624 30434 Protect Prunus cerasifera Cherry plum Nonnative 9, 5, 4, 4, 4 Protected 5625 30506 Protect Pittosporum sp. Pittosporum Nonnative 5, 4, 4 Protected 5626 30510 Transplant Quercus agrifolia Coast live oak Native 7 Protected 5627 15119 Remove Prunus cerasifera Cherry plum Nonnative 10 Protected 5628 15118 Remove Cupressus sempervirens Italian cypress Nonnative 8 Not Protected 5629 15117 Remove Cupressus sempervirens Italian cypress Nonnative 6 Not Protected 5630 15125 Protect Sequoia sempervirens Coast redwood Native 13 Protected 5631 15116 Remove Cupressus sempervirens Italian cypress Nonnative 7 Not Protected 5632 15115 Remove Cupressus sempervirens Italian cypress Nonnative 5 Not Protected 5633 15114 Remove Cupressus sempervirens Italian cypress Nonnative 6 Not Protected 5634 15113 Remove Cupressus sempervirens Italian cypress Nonnative 7 Not Protected 5635 15126 Protect Sequoia sempervirens Coast redwood Native 16 Protected 5636 15134 Protect Quercus agrifolia Coast live oak Native 15 Protected 5637 15136 Protect Quercus ilex Holly oak Nonnative 9 Protected 5638 30019 Protect Quercus ilex Holly oak Nonnative 6 Not Protected 5639 15148 Protect Quercus agrifolia Coast live oak Native 8 Protected 5640 15149 Protect Quercus ilex Holly oak Nonnative 5 Not Protected 5641 15150 Protect Quercus ilex Holly oak Nonnative 8 Not Protected 7001 30273 Protect Quercus agrifolia Coast live oak Native 9 Protected 7002 30272 Remove Pittosporum undulatum Victorian box Nonnative 13, 7 Protected 7003 30271 Protect Quercus ilex Holly oak Nonnative 2, 2 Not Protected 7004 30270 Remove Lagerstroemia indica Crape myrtle Nonnative4 Not Protected 7005 30269 Protect Quercus ilex Holly oak Nonnative 3 Not Protected 7006 30268 Protect Quercus agrifolia Coast live oak Native 13 Protected 7007 30267 Protect Quercus agrifolia Coast live oak Native 10 Protected 7008 30266 Protect Quercus ilex Holly oak Nonnative 5 Not Protected 7009 10304 Remove Lagerstroemia indica Crape myrtle Nonnative 6 Not Protected 7010 30264 Remove Quercus agrifolia Coast live oak Native 5 Protected 7011 10306 Protect Quercus agrifolia Coast live oak Native 8, 6 Protected 7012 30263 Transplant Quercus ilex Holly oak Nonnative 0 Not Protected 7013 25769 Remove Podocarpus gracilior Fern pine Nonnative 23 Protected 7014 25774 Transplant Quercus agrifolia Coast live oak Native 5 Protected 7015 25773 Remove Acacia melanoxylon Blackwood acacia Nonnative 10 Protected 7016 25770 Protect Quercus agrifolia Coast live oak Native 13 Protected 7017 25771 Transplant Quercus ilex Holly oak Nonnative 6 Not Protected 7018 25772 Transplant Quercus ilex Holly oak Nonnative 5 Not Protected 7019 25775 Protect Quercus agrifolia Coast live oak Native 13 Protected 7020 25776 Protect Pittosporum undulatum Victorian box Nonnative 4, 3, 3, 3 Protected 7021 25777 Protect Cupressus sempervirens Italian cypress Nonnative 8 Not Protected 7022 25778 Protect Quercus agrifolia Coast live oak Native 11 Protected 7023 30289 Protect Quercus agrifolia Coast live oak Native 11 Protected 7024 25780 Remove Juglans nigra Black walnut Nonnative 14, 12 Not Protected 7025 25781 Protect Quercus agrifolia Coast live oak Native 11 Protected 7026 26652 Protect Cedrus deodara Deodar cedar Nonnative 28 Protected 7027 26645 Protect Sequoia sempervirens Coast redwood Native 33 Protected 7028 26646 Protect Quercus agrifolia Coast live oak Native 9 Protected 7029 26647 Protect Liquidambar styraciflua Sweetgum Nonnative 13 Protected 7030 26648 Protect Cinnamomum camphora Camphor Nonnative 13, 11, 9, 8, 8 Protected 7031 26650 Protect Quercus ilex Holly oak Nonnative 9 Protected 7032 26649 Protect Quercus agrifolia Coast live oak Native 11 Protected 7033 30384 Transplant Quercus agrifolia Coast live oak Native 7 Protected 7034 25752 Remove Liquidambar styraciflua Sweetgum Nonnative 9 Protected 7035 25684 Remove Pinus pinea Italian stone pine Nonnative 31 Protected 7036 30403 Protect Olea europaea Olive Nonnative 14, 12, 10 Protected 7037 30389 Protect Quercus agrifolia Coast live oak Native 14 Protected 7038 30388 Protect Liquidambar styraciflua Sweetgum Nonnative 16 Protected 7039 30407 Protect Pittosporum sp. Pittosporum Nonnative 13, 11, 10 Protected 7040 30387 Protect Liquidambar styraciflua Sweetgum Nonnative 6 Not Protected 7041 30417 Remove Brahea sp. Brahea palm Nonnative 5 Not Protected 7042 30416 Protect Quercus agrifolia Coast live oak Native 10 Protected 7043 30405 Protect Olea europaea Olive Nonnative 19 Protected 7044 30402 Remove Stump Stump 0 Not Protected 7045 30404 Protect Acer negundo Box elder Native 10 Protected 7047 25721 Protect Sequoia sempervirens Coast redwood Native 14 Protected 7048 25723 Protect Sequoia sempervirens Coast redwood Native 16 Protected 7049 30412 Protect Ligustrum lucidum Glossy privet Nonnative 7, 4, 3 Protected 7050 30413 Remove Stump Stump 0 Not Protected 7051 30414 Protect Quercus agrifolia Coast live oak Native 12 Protected 7052 30415 Remove Cupressus sempervirens Italian cypress Nonnative 11 Protected 7053 30418 Protect Quercus agrifolia Coast live oak Native 11, 5 Protected 7054 30374 Remove Pseudotsuga menziesii Douglas fir Nonnative 13 Not Protected 7055 30373 Remove Acacia melanoxylon Blackwood acacia Nonnative 14, 12 Protected 7056 30372 Remove Prunus cerasifera Cherry plum Nonnative 9, 8 Protected 7057 30371 Protect Quercus agrifolia Coast live oak Native 20 Protected 7058 30370 Protect Quercus agrifolia Coast live oak Native 16, 16, 16 Protected 7059 30369 Protect Quercus agrifolia Coast live oak Native 8 Protected 7060 30366 Protect Sequoia sempervirens Coast redwood Native 31 Not Protected 7061 30367 Protect Quercus agrifolia Coast live oak Native 8 Protected 7062 30368 Protect Quercus agrifolia Coast live oak Native 8, 5 Protected 7063 30419 Protect Quercus agrifolia Coast live oak Native 12 Protected 7064 10101 Protect Sequoia sempervirens Coast redwood Native 33 Not Protected 7065 30420 Protect Quercus agrifolia Coast live oak Native 6 Protected 7066 30421 Protect Quercus agrifolia Coast live oak Native 6 Protected 7067 30422 Protect Quercus agrifolia Coast live oak Native 10 Protected 7068 30423 Protect Quercus agrifolia Coast live oak Native 16 Protected 7069 30424 Protect Quercus agrifolia Coast live oak Native 13 Protected 7070 30365 Protect Sequoia sempervirens Coast redwood Native 31 Protected 7071 30364 Protect Sequoia sempervirens Coast redwood Native 24, 15, 11 Protected 7072 10109 Protect Sequoia sempervirens Coast redwood Native 21 Protected 7073 10110 Protect Quercus agrifolia Coast live oak Native 19, 15 Protected 7074 10111 Protect Quercus agrifolia Coast live oak Native 17 Protected 7075 10112 Protect Quercus agrifolia Coast live oak Native 12 Protected 7076 10126 Protect Quercus agrifolia Coast live oak Native 30 Protected 7077 10094 Protect Quercus agrifolia Coast live oak Native 29 Protected 7078 10095 Protect Quercus agrifolia Coast live oak Native 16, 15 Protected 7079 10114 Protect Sequoia sempervirens Coast redwood Native 30 Protected 7080 10115 Protect Sequoia sempervirens Coast redwood Native 32 Protected 7081 10116 Protect Sequoia sempervirens Coast redwood Native 14 Protected 7082 30437 Protect Sequoia sempervirens Coast redwood Native 28, 23, 23 Protected 7083 10140 Protect Sequoia sempervirens Coast redwood Native 49 Protected 7084 30436 Protect Quercus ilex Holly oak Nonnative 6, 5 Protected 7085 26638 Remove Pinus pinea Italian stone pine Nonnative 39 Protected 7086 26639 Remove Pinus pinea Italian stone pine Nonnative 23, 21 Protected 7087 26640 Remove Pinus pinea Italian stone pine Nonnative 24 Protected 7088 30362 Transplant Quercus agrifolia Coast live oak Native 5 Protected 7089 30375 Protect Quercus agrifolia Coast live oak Native 16 Protected 7090 30376 Protect Quercus ilex Holly oak Nonnative 15 Protected 7091 30377 Protect Quercus agrifolia Coast live oak Native 17 Protected 7092 30378 Protect Quercus ilex Holly oak Nonnative 5 Not Protected 7093 30379 Remove Olea europaea Olive Nonnative 19 Protected 7094 30380 Remove Prunus cerasifera Cherry plum Nonnative 6 Not Protected 7095 26633 Protect Quercus agrifolia Coast live oak Native 23 Protected 7096 30540 Remove Acacia melanoxylon Blackwood acacia Nonnative 24 Protected 7097 30541 Remove Quercus agrifolia Coast live oak Native 13 Protected 7098 26636 Remove Cedrus deodara Deodar cedar Nonnative 26 Protected 7202 30341 Remove Leptospermum scoparium New Zealand teatree Nonnative 4, 3 Not Protected 7203 30340 Remove Arbutus unedo Strawberry tree Nonnative 7 Not Protected 7204 30339 Remove Arbutus unedo Strawberry tree Nonnative 8 Not Protected 7205 30338 Remove Ligustrum lucidum Glossy privet Nonnative 5 Not Protected 7206 30543 Remove Quercus ilex Holly oak Nonnative 5 Not Protected 7207 30542 Remove Quercus ilex Holly oak Nonnative 4 Not Protected 7208 10147 Remove Sequoia sempervirens Coast redwood Native 17 Protected 7209 10148 Transplant Sequoia sempervirens Coast redwood Native 7 Not Protected 7210 10149 Remove Sequoia sempervirens Coast redwood Native 17 Protected 7211 30326 Transplant Quercus agrifolia Coast live oak Native 6 Protected 7212 10150 Transplant Quercus agrifolia Coast live oak Native 7 Protected 7213 10151 Protect Arbutus unedo Strawberry tree Nonnative 6, 4, 4, 3, 2 Protected 7214 10152 Protect Quercus ilex Holly oak Nonnative4 Not Protected 7215 10153 Protect Sequoia sempervirens Coast redwood Native 24 Protected 7216 30337 Protect Quercus agrifolia Coast live oak Native4 Protected 7217 10165 Protect Sequoia sempervirens Coast redwood Native 18 Protected 7218 30335 Protect Quercus agrifolia Coast live oak Native 6 Protected 7219 30334 Protect Quercus ilex Holly oak Nonnative 5 Not Protected 7220 30336 Protect Quercus ilex Holly oak Nonnative4 Not Protected 7221 10166 Remove Quercus ilex Holly oak Nonnative 7 Not Protected 7222 10167 Remove Cupressus arizonica Arizona cypress Nonnative 20 Protected 7223 30331 Transplant Quercus agrifolia Coast live oak Native 5, 5 Protected 7224 30332 Remove Quercus ilex Holly oak Nonnative 5 Not Protected 7226 30330 Remove Pyrus calleryana Callery pear Nonnative 5 Not Protected 7227 30329 Remove Quercus agrifolia Coast live oak Native 6, 5 Protected 7228 30328 Transplant Quercus agrifolia Coast live oak Native 5 Protected 7229 10169 Remove Cupressus arizonica Arizona cypress Nonnative 18 Protected 7231 26641 Remove Pinus pinea Italian stone pine Nonnative 27, 26, 21 Protected 7232 30360 Transplant Quercus agrifolia Coast live oak Native4 Protected 7233 30359 Remove Quercus ilex Holly oak Nonnative 5, 4 Protected 7234 30361 Remove Eucalyptus gunnii Cider gum Nonnative 7 Not Protected 7236 9997 Remove Sequoia sempervirens Coast Redwood Native 0 Not Protected 7237 9998 Remove Sequoia sempervirens Coast Redwood Native 0 Not Protected 7238 30476 Remove Fraxinus angustifolia Narrow-leaved ash Nonnative 7 Not Protected Arborist Tree Tag Surveyor Tree Tag (for reference only) Status Scientific Name Common Name Native Status DBH Protected Status Arborist Tree Tag Surveyor Tree Tag (for reference only) Status Scientific Name Common Name Native Status DBH Protected Status Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan:

Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM KLTL214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES l+ll FINAL DEVELOPMENT PLAN 2022-01-07 TREE PROTECTION NOTES: 1. THE TREE PROTECTION FENCE ZONE SHALL BE DEFINED AS THE AREA FROM THE TRUNK OUT TO DRIPLINE OR A MINIMUM 15’ BEYOND THE TRUNK. A TREE'S CRITICAL ROOT ZONE IS DEFINED AS THE AREA 10’ BEYOND THE DRIPLINE. A CERTIFIED ARBORIST SHALL BE PRESENT FOR WORK WITHIN THE CRITICAL ROOT ZONE. 2. A CERTIFIED ARBORIST SHALL BE PRESENT TO EVALUATE ALL WORK WITHIN ANY TREE PROTECTION ZONE. 3. PROTECTIVE FENCING SHALL BE CHAIN LINK ON SECURE FOOTINGS, OR IMBEDDED AS REQUIRED BY CERTIFIED ARBORIST, THAT WILL NOT FALL OVER ONTO TREES. 4. PROTECTIVE FENCING SHALL BE PLACED AT THE OUTER EDGE OF THE TREE PROTECTION ZONE, MINIMUM 15' BEYOND THE TREE TRUNK OR AS SHOWN ON TREE PROTECTION DRAWING, WHICHEVER IS GREATER. 5. PROTECTIVE FENCING: FENCING MATERIAL SHALL ENCIRCLE ANY TREE WHOSE OUTER DRIPLINE IS WITHIN THE PROJECT SITE AND ANY CONSTRUCTION ACTIVITIES. LIMITS OF THE FENCING ON THE PLANS ARE DIAGRAMMATIC, AND THE ACTUAL LIMITS WILL BE DEFINED IN THE FIELD. 6. TREE PROTECTION FENCING MUST BE INSTALLED AND REMAIN IN AN UPRIGHT POSITION THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES AND UNTIL THE FINAL COMPLETION WALK. 7. WHERE WORK FALLS WITHIN TREE PROTECTION ZONES, TREES MUST BE WRAPPED WITH 2"X4"S SET VERTICALLY AROUND THE TRUNK AND ORANGE CONSTRUCTION FENCE FOR THE DURATION OF THE PROJECT. USE THE NUMBER 2"X4"S NECESSARY TO KEEP FENCE OFF BARK OF TREE. THIS TECHNIQUE MUST BE USED WHERE STANDARD TREE PROTECTION MEASURES ARE NOT APPROPRIATE. 8. TURF, LANDSCAPE, AND HARDSCAPE REMOVALS WITHIN TREE PROTECTION FENCE SHALL BE BY HAND. 9. THE OWNER’S REPRESENTATIVE AND CITY ARBORIST SHALL BE CONSULTED IF SIGNIFICANT ROOTS GREATER THAN 4" DIAMETER ARE FOUND TO IMPEDE CONSTRUCTION. 10. CARE MUST BE TAKEN TO LIMIT COMPACTION OF SOIL OVER EXISTING TREE ROOTS. 11. LAYDOWN, STAGING AND PARKING AREAS SHALL BE APPROVED BY THE OWNER’S REPRESENTATIVE AND SHALL BE SHOWN ON THE STAGING PLANS IF WITHIN THE PROJECT LIMIT AREA, OR ON THE CONSTRUCTION LOGISTICS PLAN IF OUTSIDE THE PROJECT LIMIT AREA. 12. CONSTRUCTION MATERIALS/EQUIPMENT/PERSONAL VEHICLES SHALL NOT BE STORED, PARKED OR TEMPORARILY PLACED IN THE TREE PROTECTION ZONE OF ANY TREES. NO MATERIALS SHALL BE STORED OR PLACED TEMPORARILY WITHIN PROTECTIVE FENCING, TO AVOID SOIL COMPACTION AND SOIL CONTAMINATION UNDER TREES. TREE PROTECTION ZONES OF TREES SHALL NOT BE DRIVEN OVER. PROVIDE ALTERNATIVE ROUTES FOR CONSTRUCTION TRAFFIC OF ANY KIND INCLUDING CARS, PEOPLE, TRACTORS, EQUIPMENT, CRANES, OR ANY OTHER TRAFFIC AND ALL STAGING OR STORAGE AREAS. 13. NO RINSING, CLEANING EQUIPMENT OR DUMPING CONSTRUCTION LIQUID MATERIALS SHALL BE ALLOWED IN THE TREE PROTECTION ZONES. CARE SHALL BE TAKEN IN CLEANING UP EQUIPMENT. THERE SHALL BE NO STORAGE OF DUMPSTERS OR ACCUMULATED DEBRIS FROM DEMOLITION ON OR AROUND THE TREE PROTECTION ZONES OF EXISTING TREES AND SHRUBS. 14. PROTECT OVERHANGING TREE CANOPIES FROM CONSTRUCTION DAMAGE. IF DRIVE AISLES ARE ANTICIPATED UNDER LOW CANOPIES CALL FOR AN EVALUATION BY A CERTIFIED ARBORIST TO DETERMINE APPROPRIATE MEASURES. ALL PRUNING SHALL BE DONE BY A CERTIFIED ARBORIST FOLLOWING NATIONAL ARBORIST ASSOCIATION SPECIFICATIONS. 15. THERE SHALL BE NO GRADE CHANGE WITHIN A MINIMUM OF FIFTEEN FEET OF THE TRUNK OF EXISTING TREES TO BE PROTECTED, AND PREFERABLY NONE WITHIN THE ENTIRE TREE PROTECTION ZONE. 16. HEAVY EQUIPMENT WILL NOT BE ALLOWED FOR EXCAVATION WITHIN TREE PROTECTION ZONES. 17. TREES TO BE PROTECTED SHALL BE MONITORED WEEKLY AND IRRIGATED AS NEEDED OR DIRECTED BY ARBORIST DURING THE COURSE OF CONSTRUCTION. 18. NO LIME OR OTHER SOIL TREATMENT SHALL BE APPLIED WITHOUT THE CONSENT OF A CERTIFIED ARBORIST. 19. ALL TRENCHING SHALL CONFORM TO THE FOLLOWING GUIDELINES. A. A CERTIFIED ARBORIST IS REQUIRED TO BE PRESENT TO SUPERVISE ANY TRENCHING, DIGGING OR EXCAVATION OF ANY KIND WITHIN A TREE PROTECTION ZONE. B. ROOTS LARGER THAN 2 INCHES IN DIAMETER SHALL NOT BE SEVERED WITHOUT CALLING THE CERTIFIED ARBORIST FOR CUTTING OR REVIEW. C. TUNNELING OR BORING UNDER ROOTS RATHER THAN PRUNING IS PREFERRED. D. DIGGING WITHIN A TREE PROTECTION ZONE SHALL BE AVOIDED. IF IT IS NECESSARY, HAND DIGGING SHALL BE USED FOR ANY TRENCHING WITHIN THE TREE PROTECTION ZONE UNLESS OTHERWISE APPROVED BY THE ARBORIST. E. ALL ROOTS THAT NEED TO BE CUT SHALL BE PRUNED CLEANLY, NOT TORN. 20. CITY OF OAKLAND WILL PROVIDE A SCHEDULE OF VALUES FOR TREES THAT WILL BE PRESERVED AND BE PROTECTED. DAMAGE TO TREES WILL BE ASSESSED BASED ON THE FULL APPRAISED VALUE OF THE TREE. FOR EXAMPLE, 30% TRUNK DAMAGE WILL BE ASSESSED AT 30% FULL VALUE OF THE TREE. DETERMINATION OF DAMAGE WILL BE MADE BY THE CITY ARBORIST AND BE FINAL. TREE REMOVAL NOTES: 1. ALL TREE REMOVAL WORK SHALL BE PERFORMED IN CONFORMANCE WITH APPLICABLE LOCAL CODES AND ORDINANCES. 2. TREE REMOVAL INCLUDES REMOVAL OF THE TREE TRUNK AND BRANCHES ABOVE GRADE, STUMP GRINDING THE REMAINING TRUNK AND REMOVING ROOTS TO 12” BELOW GRADE. 3. LEGALLY DISPOSE OF ALL TREE REMOVAL DEBRIS OFF-SITE FOLLOWING CITY OF OAKLAND REQUIREMENTS. TREE SCHEDULE - PROTECTION, REMOVAL AND TRANSPLANT 01 TREE PROTECTION, REMOVAL AND TRANSPLANT- SCHEDULE AND NOTES A PART A L0.604 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28 7241 30447 Protect Lophostemon confertus Brisbane box Nonnative 10 Protected 7242 30448 Remove Malus sylvestris Common crabapple Nonnative 5 Not Protected 7243 30449 Remove Malus sylvestris Common crabapple Nonnative 4 Not Protected 7244 30450 Remove Malus sylvestris Common crabapple Nonnative 4 Not Protected 7245 30451 Remove Malus sylvestris Common crabapple Nonnative 7 Not Protected 7246 30452 Remove Malus sylvestris Common crabapple Nonnative 6 Not Protected 7247 30453 Remove Malus sylvestris Common crabapple Nonnative 6 Not Protected 7248 30454 Protect Lophostemon confertus Brisbane box Nonnative 10 Protected 7249 30455 Remove Cotinus coggygria Smoke tree Nonnative 4, 4, 4 Protected 7250 30435 Protect Quercus agrifolia Coast live oak Native 4, 4 Protected 7251 8825 Remove Pyrus kawakamii Evergreen pear Nonnative 5 Not Protected 7252 8827 Remove Pyrus kawakamii Evergreen pear Nonnative 12 Protected 7253 8828 Remove Pyrus kawakamii Evergreen pear Nonnative 11 Protected 7254 8829 Protect Sequoia sempervirens Coast redwood Native 17 Protected 7255 30477 Remove Prunus serrulata Japanese flowering cherry Nonnative 11 Protected 7256 30042 Remove Prunus cerasifera Cherry plum Nonnative 3 Not Protected 7257 30044 Transplant Quercus agrifolia Coast live oak Native 6 Protected 7258 30045 Remove Leptospermum scoparium New Zealand teatree Nonnative 7, 5, 4, 3 Protected 7259 30046 Remove Arbutus unedo Strawberry tree Nonnative 4 Not Protected 7260 30047 Remove Sequoia sempervirens Coast redwood Native 4 Not Protected 7261 30043 Remove Acacia melanoxylon Blackwood acacia Nonnative 6 Not Protected 7262 8922 Remove Fraxinus angustifolia Narrow-leaved ash Nonnative 5 Not Protected 7263 30032 Remove Quercus ilex Holly oak Nonnative 6 Not Protected 7264 8898 Remove Pinus brutia Turkish pine Nonnative 28 Protected 7265 8899 Remove Quercus ilex Holly oak Nonnative 6, 6 Protected 7266 8967 Protect Quercus ilex Holly oak Nonnative 14, 7 Protected 7267 10070 Remove Pyrus kawakamii Evergreen pear Nonnative 8, 4 Protected 7268 10067 Protect Quercus agrifolia Coast live oak Native 16, 14 Protected 7269 10069 Remove Crataegus monogyna Common hawthorn Nonnative 5, 5 Protected 7270 30470 Remove Acacia melanoxylon Blackwood acacia Nonnative 11, 6, 4 Protected 7271 30469 Remove Acacia melanoxylon Blackwood acacia Nonnative 10 Protected 7272 30468 Remove Acacia melanoxylon Blackwood acacia Nonnative 8, 5, 3 Protected 7273 30471 Remove Acacia melanoxylon Blackwood acacia Nonnative 9, 8, 6 Protected 7274 8906 Remove Acacia melanoxylon Blackwood acacia Nonnative 12 Protected 7275 8907 Remove Acacia melanoxylon Blackwood acacia Nonnative 10 Protected 7276 8910 Remove Acacia melanoxylon Blackwood acacia Nonnative 18, 10, 10 Protected 7277 8908 Remove Acacia melanoxylon Blackwood acacia Nonnative 5, 4 Protected 7278 30467 Remove Acacia melanoxylon Blackwood acacia Nonnative 0 Not Protected 7279 30466 Remove Quercus ilex Holly oak Nonnative 9 Protected 7280 8914 Remove Prunus sp. Plum tree variety Nonnative 5, 4, 4 Protected 7281 8915 Remove Prunus sp. Plum tree variety Nonnative 5 Not Protected 7282 8913 Remove Prunus sp. Plum tree variety Nonnative 2, 2 Not Protected 7283 8916 Remove Crataegus monogyna Common hawthorn Nonnative 11 Protected 7285 30320 Remove Cupressus arizonica Arizona cypress Nonnative 11 Protected 7286 30319 Transplant Quercus agrifolia Coast live oak Native 7 Protected 7287 30316 Protect Sequoia sempervirens Coast redwood Native 6 Not Protected 7288 30317 Protect Quercus agrifolia Coast live oak Native 6 Protected 7289 30315 Remove Liquidambar styraciflua Sweetgum Nonnative 7 Not Protected 7290 30314 Remove Pinus pinea Italian stone pine Nonnative 11 Protected 7291 30313 Protect Quercus ilex Holly oak Nonnative 4 Not Protected 7292 30312 Remove Liquidambar styraciflua Sweetgum Nonnative 5 Not Protected 7293 30311 Remove Olea europaea Olive Nonnative 4, 4, 3, 3 Protected 7294 30310 Remove Olea europaea Olive Nonnative 5, 3, 3 Protected 7295 30308 Remove Quercus ilex Holly oak Nonnative 5, 4 Protected 7296 30303 Remove Cedrus deodara Deodar cedar Nonnative 6 Not Protected 7297 30302 Remove Cedrus deodara Deodar cedar Nonnative 5 Not Protected 7298 30298 Remove Platanus ×hispanica London planetree Nonnative 9 Protected 7299 30297 Remove Pittosporum sp. Pittosporum Nonnative 4 Not Protected 7300 30299 Remove Lagerstroemia indica Crape myrtle Nonnative 6 Not Protected 7301 30294 Remove Pittosporum sp. Pittosporum Nonnative 8 Not Protected 7302 30292 Remove Cupressus arizonica Arizona cypress Nonnative 10 Protected 7303 10326 Protect Quercus ilex Holly oak Nonnative 5, 4 Protected 7304 10320 Remove Liquidambar styraciflua Sweetgum Nonnative 13 Protected 7305 10321 Remove Liquidambar styraciflua Sweetgum Nonnative 11 Protected 7306 10324 Remove Quercus ilex Holly oak Nonnative 8, 7 Protected 7307 10322 Remove Quercus ilex Holly oak Nonnative 7 Not Protected 7308 10323 Remove Quercus ilex Holly oak Nonnative 6 Not Protected 7309 30478 Protect Quercus ilex Holly oak Nonnative 5, 5 Protected 7310 10328 Protect Quercus ilex Holly oak Nonnative 5 Not Protected 7311 10330 Protect Quercus ilex Holly oak Nonnative 10 Protected 7312 10327 Protect Quercus agrifolia Coast live oak Native 9, 8 Protected 7313 10329 Protect Quercus agrifolia Coast live oak Native 6, 5 Protected 7314 10332 Protect Quercus ilex Holly oak Nonnative 5 Not Protected 7315 10333 Protect Quercus agrifolia Coast live oak Native 13, 13 Protected 7316 10331 Protect Quercus agrifolia Coast live oak Native 11, 10 Protected 7317 10335 Remove Quercus ilex Holly oak Nonnative 4 Not Protected 7318 10334 Remove Quercus ilex Holly oak Nonnative 4 Not Protected 7319 9980 Remove Betula pendula European white birch Nonnative 4 Not Protected 7320 10254 Protect Olea europaea Olive Nonnative 7, 6 Protected 7321 10256 Protect Quercus ilex Holly oak Nonnative 9 Protected 7322 10255 Protect Quercus ilex Holly oak Nonnative 4 Not Protected 7323 30220 Protect Quercus agrifolia Coast live oak Native 8, 5 Protected 7324 30221 Protect Quercus agrifolia Coast live oak Native 4 Protected 7325 30225 Protect Quercus agrifolia Coast live oak Native 9, 8 Protected 7326 10258 Protect Quercus ilex Holly oak Nonnative 5 Not Protected 7327 30227 Protect Quercus ilex Holly oak Nonnative 8 Not Protected 7328 30228 Protect Quercus ilex Holly oak Nonnative 6 Not Protected 7329 30229 Protect Quercus agrifolia Coast live oak Native 18 Protected 7330 30240 Protect Quercus ilex Holly oak Nonnative 6 Not Protected 7331 30230 Protect Quercus agrifolia Coast live oak Native 22 Protected 7332 10238 Protect Quercus agrifolia Coast live oak Native 0 Protected 7333 10235 Protect Sequoia sempervirens Coast redwood Native 22 Protected 7334 10239 Protect Quercus agrifolia Coast live oak Native 4, 4, 3 Protected 7335 26662 Protect Quercus ilex Holly oak Nonnative 4 Not Protected 7336 26659 Protect Quercus ilex Holly oak Nonnative 4 Not Protected 7337 26658 Remove Quercus ilex Holly oak Nonnative 4 Not Protected 7338 26657 Remove Quercus ilex Holly oak Nonnative 6 Not Protected 7339 30016 Protect Sequoia sempervirens Coast redwood Native 18 Not Protected 7340 9168 Remove Quercus ilex Holly oak Nonnative 13 Protected 7341 9152 Remove Quercus ilex Holly oak Nonnative 14 Protected 7342 30017 Remove Juglans nigra Black walnut Nonnative 5, 4, 4 Protected 7343 9151 Protect Quercus ilex Holly oak Nonnative 17 Protected 7344 9185 Protect Quercus agrifolia Coast live oak Native 14, 13 Protected 7345 30037 Remove Quercus ilex Holly oak Nonnative 5, 5 Protected 7346 30038 Remove Quercus ilex Holly oak Nonnative 6 Not Protected 7347 30033-36 Remove Quercus ilex Holly oak Nonnative 6, 4, 3 Protected 7348 30031 Remove Quercus ilex Holly oak Nonnative 5 Not Protected 7349 30030 Remove Sequoia sempervirens Coast redwood Native 14 Not Protected 7350 30028 Remove Quercus ilex Holly oak Nonnative 6 Not Protected 7351 30029 Remove Quercus ilex Holly oak Nonnative 5 Not Protected 7352 30027 Remove Quercus ilex Holly oak Nonnative 5 Not Protected 7353 30026 Remove Quercus ilex Holly oak Nonnative 11 Protected 7354 15002 Protect Quercus ilex Holly oak Nonnative 12 Protected 7355 15156 Protect Quercus ilex Holly oak Nonnative 4 Not Protected 7357 15003 Protect Quercus agrifolia Coast live oak Native 20 Protected 7358 15004 Protect Quercus agrifolia Coast live oak Native 13, 13, 13, 12 Protected 7359 30048 Transplant Quercus agrifolia Coast live oak Native 6 Protected 7361 30489 Remove Maytenus boaria Mayten tree Nonnative 11 Protected 7362 30488 Remove Magnolia ×soulangiana Saucer magnolia Nonnative 2, 2, 2, 2 Not Protected 7363 30490 Remove Magnolia ×soulangiana Saucer magnolia Nonnative 3 Not Protected 7364 30503 Remove Cupressus sempervirens Italian cypress Nonnative 7 Not Protected 7365 30502 Remove Cupressus sempervirens Italian cypress Nonnative 8 Not Protected 7366 30501 Remove Cupressus sempervirens Italian cypress Nonnative 7 Not Protected 7367 30500 Remove Cupressus sempervirens Italian cypress Nonnative 7 Not Protected 7368 30499 Remove Cupressus sempervirens Italian cypress Nonnative 8 Not Protected 7369 30498 Remove Cupressus sempervirens Italian cypress Nonnative 6 Not Protected 7370 30497 Remove Cupressus sempervirens Italian cypress Nonnative 7 Not Protected 7371 30496 Remove Cupressus sempervirens Italian cypress Nonnative 7 Not Protected 7372 30495 Remove Cupressus sempervirens Italian cypress Nonnative 6 Not Protected 7373 30474 Remove Olea europaea Olive Nonnative 2, 2, 1, 1 Not Protected 7374 30475 Remove Dodonaea viscosa Florida hopbush Nonnative 2, 1 Not Protected 7375 30248 Protect Sequoia sempervirens Coast redwood Native 32 Protected 7380 30251 Remove Pinus radiata Monterey pine Nonnative 36 Not Protected 7381 30250 Protect Sequoia sempervirens Coast redwood Native 32 Protected 7382 30249 Protect Sequoia sempervirens Coast redwood Native 22 Protected 7383 30247 Protect Sequoia sempervirens Coast redwood Native 27 Protected 7384 30253 Protect Quercus agrifolia Coast live oak Native 6 Protected 7385 30255 Protect Quercus ilex Holly oak Nonnative 4 Not Protected 7386 30256 Remove Pinus radiata Monterey pine Nonnative 8 Not Protected 7387 30257 Remove Liquidambar styraciflua Sweetgum Nonnative 11 Protected 7388 30258 Remove Liquidambar styraciflua Sweetgum Nonnative 11 Protected 7389 30246 Protect Quercus ilex Holly oak Nonnative 6 Not Protected 7390 30243 Protect Sequoia sempervirens Coast redwood Native 12 Protected 7459 25699 Protect Pittosporum tobira Japanese pittosporum Nonnative 13 Protected 7460 30406 Protect Quercus agrifolia Coast live oak Native 7 Protected 7461 25592 Protect Quercus agrifolia Coast live oak Native 17 Protected 7462 30401 Protect Quercus agrifolia Coast live oak Native 21, 14 Protected 7463 30398 Protect Quercus agrifolia Coast live oak Native 15, 11, 11 Protected 7464 25556 Protect Quercus agrifolia Coast live oak Native 7 Protected 7465 25557 Protect Quercus agrifolia Coast live oak Native 23 Protected 7466 25534 Protect Olea europaea Olive Nonnative 16 Protected 7467 25525 Protect Quercus agrifolia Coast live oak Native 21 Protected 7468 25524 Protect Quercus agrifolia Coast live oak Native 20 Protected 7469 30396 Remove Juglans nigra Black walnut Nonnative 5 Not Protected 7470 30397 Protect Quercus agrifolia Coast live oak Native 4 Protected 7471 25487 Protect Quercus agrifolia Coast live oak Native 8 Not Protected 7472 25486 Protect Quercus agrifolia Coast live oak Native 10 Protected 7473 25473 Remove Quercus agrifolia Coast live oak Native 13 Protected 7474 25472 Remove Arbutus unedo Strawberry tree Nonnative 7, 7, 6 Protected 7475 25471 Remove Quercus agrifolia Coast live oak Native 7, 5 Protected 7476 25483 Protect Citrus ×limon Lemon tree Nonnative 2, 2, 1, 1, 1 Not Protected 7477 25480 Protect Callistemon viminalis Weeping bottlebrush Nonnative 6, 6, 4, 4, 3 Protected 7478 25464 Remove Prunus cerasifera Cherry plum Nonnative 12 Protected 7479 25460 Remove Acacia melanoxylon Blackwood acacia Nonnative 7 Not Protected 7480 25458 Protect Olea europaea Olive Nonnative 7, 5, 5, 2, 2 Protected 7481 25457 Protect Quercus ilex Holly oak Nonnative 7 Not Protected 7482 25431 Protect Quercus agrifolia Coast live oak Native 5 Protected 7483 25430 Protect Quercus agrifolia Coast live oak Native 4 Protected 7484 25417 Protect Quercus agrifolia Coast live oak Native 26 Protected 7485 25436 Protect Liquidambar styraciflua Sweetgum Nonnative 0 Not Protected 7486 25435 Protect Liquidambar styraciflua Sweetgum Nonnative 21 Protected 7487 25391 Protect Sequoia sempervirens Coast redwood Native 48 Protected 7488 25373 Protect Sequoia sempervirens Coast redwood Native 41 Protected 7489 25377 Protect Quercus agrifolia Coast live oak Native 5 Protected 7490 30427 Remove Populus fremontii Fremont cottonwood Native 8, 7, 6, 6, 5 Protected 7491 25330 Protect Quercus agrifolia Coast live oak Native 4 Protected 7492 30428 Protect Sequoia sempervirens Coast redwood Native 6 Not Protected 7493 25313 Remove Populus fremontii Fremont cottonwood Native 20 Protected 7494 25312 Remove Populus fremontii Fremont cottonwood Native 11 Not Protected 7495 25311 Remove Populus fremontii Fremont cottonwood Native 19 Protected 7496 25290 Protect Quercus agrifolia Coast live oak Native 4, 3 Protected 7497 25272 Protect Quercus agrifolia Coast live oak Native 14 Protected 7498 25250 Protect Quercus agrifolia Coast live oak Native 17 Protected 7499 25248 Protect Quercus agrifolia Coast live oak Native 18, 13, 13 Protected 7500 25254 Remove Juglans nigra Black walnut Nonnative 20 Protected 8826 No Info 10113 No Info 10242 No Info 30239 No Info 30321 No Info 30363 No Info 30395 No Info 30494 No Info Arborist Tree Tag Surveyor Tree Tag (for reference only) Status Scientific Name Common Name Native Status DBH Protected Status Arborist Tree Tag Surveyor Tree Tag (for reference only) Status Scientific Name Common Name Native Status DBH Protected Status Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan:

STOP STOP VAN PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
L.O.W
L.O.W
L.O.W L.O.W
L.O.W
L.O.W
L.O.W 3979 3980 7462 CLUSTER(3) 7082,30438,30439 CLUSTER (4) 7384 30252,30254 7237 7236 3977 3975 3976 3981 3982 3984 3985 3989 3988 3987 3986 3983 7301 7302 7012 7010 7009 39973998 700370047005 7011 7008 7007 7006 7002 7001 4000 3999 3993 3991 3990 3992 39943996 3995 7320 7322 7321 7017 7018 7016 7015 7014 7013 7026 7025 7024 7023 7022 7021 7020 7019 7034 7033 7032 7031 7029 7028 703 7027 7035 7044 7036 7044 CLUSTER(3) 7463,30399,30400 7469 7468 7467 7466 7465 7464 7470 7472 7471 7475 7474 7473 7476 7477 7479 7478 30395 7485 7486 7490 7480 7481 7482 7483 7484 7487 7481 7076 7075 7081 7084 7079 7073 7074 7077 7078 7045 7043 7088 7085 7086 7087 7232 7231 7234 7233 7243 7242 7241 7072 7071 7070 706470657066706770697047 7068 7063 7053 70607061 7062 7059 7058 7057 7056 7055 7090 7089 7048 7042 7041 7039 7459 7460 7096 70947093 7091 7092 7098 7206 7207 7097 7095 7238 7204 7202 7203 7205 7054 7037 7038 7040 30307 7294 7293 7300 7298 7299 7296 7297 3995 3995 7324 7388 7325 7327 7328 7329 7331 7292 7290 7289 7287 7288 7286 7285 30321 7390 7389 7330 10242 30239 7388 7387 7334 7332 7381 7380 102477386 7385 7333 10248 7382 7317 7318 7382 7281 7316 731573147313 7304 7305 7373 7374 7312 7311 73107303 7308 7307 7308 73067208 7209 7211 7210 30333 7212 7213 7214 7215 7216 7221 7219 7220 72177218 7222 7224 72267227 7229 7228 7052 7050 7049 7051 30363 10113 MATCHLINE SHEET L0.62 MATCHLINE SHEET L0.61 TREE PROTECTION, REMOVAL AND TRANSPLANT LEGEND PROPERTY LNE LOW L.O.W LINE 49 PROPOSED CONTOUR (1'-0") 49 EXISTING CONTOUR (1'-0") PROTECT IN PLACE REMOVE TRANSPLANT TREE TAG FROM (ARBORIST) XXXX Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan:

COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT STOP COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT STOP

STATION
VAN

VAN EV EV
EV

STATION
EV

STATION
EV
EV

VANPOOL CLEAN AIR
EV

VANPOOL CLEAN AIR

PROPERTY LINE

PROPERTY LINE
PROPERTY LINE L.O.W
L.O.W L.O.W L.O.W
L.O.W9 TREES 7364-7372 CLUSTER(2)
7363,30491
CLUSTER (4 TREES) 30033-30036 CLUSTER(3)
7082,30438,30439 7237 7490 7489 74877488 7491 30428 7493 7494 7495 7496 7497 7498 7499 5607 5608 5609 5604 5603 5602 5601 7500 5606 5605 56195618 5614 56135612 5611 5610 5615 56165620 5621 5622 5623 5624 7250 7249 5605 30494 5626 5617 7 TREES 5627-5629,5631-5634 5630 5635 5636 5637 5638 5639 5640 5641 7355 7354 73587357 7359 7361 7362 7083 7084 7081 7255 7256 7254 7252 7252 8826 7251 7248 7247 7245 7244 7243 7242 7241 7207 7262 7238 7331 7335 7336 7337 7334 7332 7381 10247 7333 7344 7338 30116 30117 7340 7341 7266 7265 7264 7343 7267 7268 7269 6 TREES 7270-7273,7278,7279 7317 7318 7319 7382 7277 7276 7281 7280 7282 7274 7275 7304 7305 7373 7374 7311 73107303 7308 7345 7346 7352 7350 7351 73497348 7263 7352 7352 7257 725972607261 MATCHLINE SHEET L0.62 MATCHLINE SHEET L0.61 TREE PROTECTION, REMOVAL AND TRANSPLANT LEGEND PROPERTY LNE LOW L.O.W LINE 49 PROPOSED CONTOUR (1'-0") 49 EXISTING CONTOUR (1'-0") PROTECT IN PLACE REMOVE TRANSPLANT TREE TAG FROM (ARBORIST) XXXX Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan:

STOP STOP VAN PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
L.O.W
L.O.W
L.O.W L.O.W
L.O.W
L.O.W
L.O.W WATER GARDEN ECO LAB OAK GARDEN OAK HILL CONCRETE ADA RAMP ADA RAMP ADA RAMP ADA RAMP BLDG 1 BLDG 2 BLDG 0 PLAYFIELD P.A. P.A. P.A. P.A. LAWN P.A. P.A. P.A. P.A. P.A. P.A. P.A. P.A. P.A. P.A. P.A. P.A. P.A. P.A. P.A. P.A. WITH DG INSETS P.A. P.A. P.A. DROP OFF SURFACE PARKING (EXISTING TREES TO BE PROTECTED) (EXISTING TREES TO BE PROTECTED) (EXISTING TREES TO BE PROTECTED) (EXISTING TREES TO BE PROTECTED) (EXISTING TREES TO BE PROTECTED) (EXISTING TREES TO BE PROTECTED) OAK GROVE (EXISTING OAK TO BE PROTECTED) (EXISTING CEDAR TREE TO BE PROTECTED) WOODEN SEAT STEPS DG BACKFLOW PREVENTOR, SPD RAMP,SAD (EXISTING TREES TO BE PROTECTED) (EXISTING TREES TO BE PROTECTED) (EXISTING TREES TO BE PROTECTED) (EXISTING TREES TO BE PROTECTED) RETAINING WALL,SCD WALKWAY C.I.P. RETAINING WALL, S.C.D. C.I.P. RETAINING WALL, S.C.D. C.I.P. RETAINING WALL, S.C.D.

ACCESS GATE, S.A.D. ACCESS GATE, CANOPY, S.A.D. P.G.E. PAD S.C.D. CONCRETE WALKWAY P.A. P.A. P.A. S.C.D. ACCESS GATE, , S.A.D. P.A. P.A. P.A. DUMPSTER PAD CLASSROOM BIKE PARKING MATCHLINE SHEET L1.1.02 MATCHLINE SHEET L1.1.01 POB POINT OF BEGINNING PROPERTY LINE ALIGN FLUSH MEX MEET EXISTING CONDITION MATCHLINE COORDINATE POINT L.O.W LINE T R TRASH AND RECYCLING RECEPTACLES EXISTING CONTOUR PROPOSED CONTOUR LANDSCAPE BOULDERS MILLED TIMBER SEATING LOG STUMPS 5350 53 ACOUSTIC FENCE SALVAGED TIMBER LOGS LAYOUT LEGEND EXISTING TREE PROPOSED TREE LOW Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan:

DEVELOPMENT PLAN
2022-01-14 2022-01-28
POB POINT OF BEGINNING PROPERTY LINE ALIGN FLUSH MEX MEET EXISTING CONDITION MATCHLINE COORDINATE POINT L.O.W LINE T R TRASH AND RECYCLING RECEPTACLES EXISTING CONTOUR PROPOSED CONTOUR LANDSCAPE BOULDERS MILLED TIMBER SEATING LOG STUMPS 5350 53 ACOUSTIC FENCE SALVAGED TIMBER LOGS LAYOUT LEGEND EXISTING TREE PROPOSED TREE LOW COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT STOP COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT STOP

STATION
VAN

VAN EV EV
EV

STATION
EV

STATION
EV
EV

VANPOOL CLEAN AIR
EV

VANPOOL CLEAN AIR
12" RDW

PROPERTY LINE

PROPERTY LINE
PROPERTY LINE L.O.W
L.O.W L.O.W L.O.W
L.O.W P.A. (EXISTING TREES TO

BE PROTECTED) (EXISTING TREES TO

BE PROTECTED)
(EXISTING TREES TO

BE PROTECTED)
(EXISTING TREES TO
BE PROTECTED) EASTERN PARKING LOT, PAVED SCD C.I.P. RETAINING WALL, S.C.D. C.I.P. RETAINING WALL, S.C.D.

ACCESS GATE, S.A.D. EASTERN PARKING LOT, PAVED SCD EASTERN PARKING LOT, PAVED SCD (EXISTING SITE TO BE IMPROVED WITH MULCHING) (EXISTING SITE TO BE IMPROVED WITH MULCHING) C.I.P. RETAINING WALL, S.C.D. P.A. P.A. P.A. P.A. P.A. P.A. P.A. BIKE PARKING MATCHLINE SHEET L1.1.02 MATCHLINE SHEET L1.1.01 Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan:

DEVELOPMENT PLAN
2022-01-14 2022-01-28
MATERIAL SCHEDULE SYM. MATERIAL QTY. REFERENCE Concrete C.I.P- Sawcut, Premium Concrete, Grey, Sandblast 13,850 sqft.

Wood Decking WRC 3,600 sqft.

Stabilized Granitecrete Paving -
Technisoil Liquid Stabilizer 14,400 sqft.

Granitecrete Paving 7,130 sqft.

Pea Gravel Paving 3,000 sqft.

Stone Paving 225 sqft. MATERIAL SCHEDULE SYM. MATERIAL QTY. REFERENCE Salvaged Timber Seats, 8'x15"x18" 25 Salvaged Timber Logs, 8'x12"x12" 120 Boulders, 1'x1'x1' TO 3'x3'x3' 40 Salvaged Timber Stumps, DIA 8"-18" 75 Gravel Aggregate for French Drain 2,800 sqft Project No.:Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan:

LINCOLN AVENUE LINET AVENUE ACCESS GATE OAK GROVE WOODEN STEPS STORMWATER GARDEN PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA OAK GROVE TEACHING GARDEN PA PA PROPERTY LINE

PROPERTY LINE

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan:

WRC WOOD DECK ASPHALT (ROAD,PARKING), SCD LANDSCAPE HEADER // RETENTION ANGLE LL MATERIAL LEGEND STONE PAVING CONCRETE PAVERS STABILIZED GRANITECRETE PAVING GRANITECRETE PAVING PEA GRAVEL DECORATIVE AGGREGATE COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT STOP COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT STOP

STATION
VAN

VAN EV EV
EV

STATION
EV

STATION
EV
EV

VANPOOL CLEAN AIR
EV

VANPOOL CLEAN AIR
EV
VANPOOL CLEAN AIR B9 REDWOOD GROVE DROP OFF PARKING PA PA PA PA PA PA PA PA PA PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
PROPERTY LINE L.O.W
L.O.W L.O.W L.O.W
L.O.W
BIKE PARKING(40)
CHAINLINK FENCE (10' HIGH)
WOODEN ACCOUSTIC FENCE (6' HIGH) STORMWATER GARDEN STORMWATER GARDEN PA PA PA PA PA PAPA PAPA PA PA PA PA PA PA PA PA MATCHLINE SHEET L1.2.02 MATCHLINE SHEET L1.2.01 COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT STOP COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT STOP

STATION
VAN

VAN EV EV
EV

STATION
EV

STATION
EV
EV

VANPOOL CLEAN AIR
EV

VANPOOL CLEAN AIR
EV
VANPOOL CLEAN AIR B9 REDWOOD GROVE DROP OFF PARKING PA PA PA PA PA PA PA PA PA PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
PROPERTY LINE L.O.W
L.O.W L.O.W L.O.W
L.O.W
BIKE PARKING(40)
CHAINLINK FENCE (10' HIGH)
WOODEN ACCOUSTIC FENCE (6' HIGH) STORMWATER GARDEN STORMWATER GARDEN PA PA PA PA PA PAPA PAPA PA PA PA PA PA PA PA PA MATCHLINE SHEET L1.2.02 MATCHLINE SHEET L1.2.01 Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan:

STOP STOP VAN OAK DECK DG DECK LABRYNTH OAK GARDEN REDWOOD GROVE OAK HILL BOARD RAMPS ADA RAMP ADA RAMP ADA RAMP ADA RAMP OAK GROVE WOODEN STEPS STORMWATER GARDEN PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA OAK GROVE PA PA PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
L.O.W PA PA PA
L.O.W L.O.W L.O.W
L.O.W
L.O.W
L.O.W CLASSROOM FOREST CLEARING CLASSROOM MEADOW CLASSROOM BIKE PARKING(40) METAL SLAT FENCE (8' HIGH) WOODEN ACCOUSTIC FENCE (6' HIGH)
WOODEN ACCOUSTIC FENCE (6' HIGH)
WOODEN ACCOUSTIC FENCE (6' HIGH) STORMWATER GARDEN GARDEN STORMWATER GARDEN STORMWATER GARDEN STORMWATER GARDEN STORMWATER GARDEN 37,000sqft MUL 1,500sqft C3 BIO 3,900sqft MEA PLANTING LEGEND Frangula californica Coffee Berry (COA) NATIVE MIX Cercis occidentalis Western Redbud EXISTING TREE*(4) Quercus agrifolia Coast Live Oak Heteromeles arbutifolia Toyon Acer macrophyllum Big Leaf Maple Aesculus californica California Buckeye Arctostaphylos Manzanita St Helena Manzanita Platanus racemosa California Sycamore (C3 BIO)-FILTER MIX: MEA(Meadow Seedmix with irrigation) LAWN MUL (Mulch Seedmix without irrigation) (PB)PLANTING BEDS PLANTING PLAN AREA 01 1" = 20'-0" L1.6.01 1 Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: HEAD-ROYCE SCHOOL SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 58 Maiden Lane, Third Floor San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 11/21/2021 8:43:26 PM KLTL214043 4315 Lincoln Ave Oakland, CA 94602 No.: Description: Date: 100% SCHEMATIC DESIGN 2020-12-18 100% DESIGN DEVELOPMENT 2021-07-16 COMBINED PHASES l+ll FINAL DEVELOPMENT PLAN 2022-01-07 1 COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-01-14 2022-01-28 PLANTING LEGEND Frangula californica
Coffee Berry
(COA) NATIVE MIX Cercis occidentalis Western Redbud EXISTING TREE*(4) Quercus agrifolia Coast Live Oak Heteromeles arbutifolia Toyon Acer macrophyllum Big Leaf Maple Aesculus californica California Buckeye Arctostaphylos Manzanita St Helena Manzanita Platanus racemosa California Sycamore (C3 BIO)-FILTER MIX: MEA(Meadow Seedmix with irrigation) LAWN MUL (Mulch Seedmix without irrigation) (PB)PLANTING BEDS MATCHLINE SHEET L1.6.02 MATCHLINE SHEET L1.6.01 2,900sqft C3 BIO 16 PLA RAC 16 PLA RAC 9 PLA RAC 5,700sqft MUL 3,200sqft COA 950sqft COA 550sqft COA380sqft C3 BIO 650sqft C3 BIO 720sqft C3 BIO 9 PLA RAC 37,000sqft MUL 900sqft COA 935sqft COA COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT STOP COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT STOP

STATION
VAN

VAN EV EV
EV

STATION
EV

STATION
EV
EV

VANPOOL CLEAN AIR
EV

VANPOOL CLEAN AIR
12" RDW REDWOOD GROVE PA PA PA PA PA PA PA PA PA PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
PROPERTY LINE L.O.W
L.O.W L.O.W L.O.W
L.O.W
BIKE PARKING(40)
CHAINLINK FENCE (10' HIGH)
WOODEN ACCOUSTIC FENCE (6' HIGH) STORMWATER GARDEN STORMWATER GARDEN 48,850sqft MUL 48,850sqft MUL MATCHLINE SHEET L1.6.02 MATCHLINE SHEET L1.6.01 2,900sqft C3 BIO 16 PLA RAC 16 PLA RAC 9 PLA RAC 5,700sqft MUL 3,200sqft COA 950sqft COA 550sqft COA380sqft C3 BIO 650sqft C3 BIO 720sqft C3 BIO 9 PLA RAC 37,000sqft MUL 900sqft COA 935sqft COA COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT STOP COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT STOP

STATION
VAN

VAN EV EV
EV

STATION
EV

STATION
EV
EV

VANPOOL CLEAN AIR
EV

VANPOOL CLEAN AIR
12" RDW REDWOOD GROVE PA PA PA PA PA PA PA PA PA PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
PROPERTY LINE L.O.W
L.O.W L.O.W L.O.W
L.O.W
BIKE PARKING(40)
CHAINLINK FENCE (10' HIGH)
WOODEN ACCOUSTIC FENCE (6' HIGH) STORMWATER GARDEN STORMWATER GARDEN 48,850sqft MUL 48,850sqft MUL PLANTING PLAN AREA 2 1" = 20'-0" L1.6.02 2 Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan:

COMBINED PHASES I & II FINAL

DEVELOPMENT PLAN
2022-01-14 2022-01-28

COMBINED PHASES I & II FINAL

DEVELOPMENT PLAN
2022-01-14 2022-01-28

COMBINED PHASES I & II FINAL

DEVELOPMENT PLAN
2022-01-14 2022-01-28
Project No.:

Drawn By:

Checked By:

Scale:

Sheet No.:

Sheet Name:

Seal & Signature:

Key Plan:

Civil Engineer:

Issued For:

Architect:

HEAD-ROYCE SCHOOL

SKIDMORE, OWINGS & MERRILL

ONE MARITIME PLAZA
SAN FRNCISCO, CA 94111
Sherwood Design Engineers
58 Maiden Lane, Third Floor
San Francisco, CA
Landscape:

TLS Landscape Architecture
1015 Camelia Street
Berkeley, CA
MEP Engineer:

Environmental Systems Design, Inc.
90 New Montgomery Street, Suite 1420
San Francisco, CA
Lighting:

Pritchard Peck Lighting
389 Clementina Street
San Francisco, CA
Acoustics:

Salter
60 South Market Street, Suite 480
San Jose, CA
Historic:

Page & Turnbull
170 Maiden Lane, 5th Floor
San Francisco, CA
1/10/2022 3:54:11 PM
Author
Checker
214043

SHEET NAME
xx.xx.xx
4315 Lincoln Ave
Oakland, CA 94602
No.: Description: Date:
100% SCHEMATIC DESIGN 2020-12-18
100% DESIGN DEVELOPMENT 2021-07-16

COMBINED PHASES I & II FINAL

DEVELOPMENT PLAN
2022-01-14
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 
SITE PLAN 01 SCALE: 1/32"= 1'-0"
GR.2.02
02 E02.1
SITE
E03.1
SITE
E03.3
SITE
E03.2
SITE
E04.1
SITE
E05.1
SITE A
B
E05.3
SITE E05.2
SITE

OVERALL SITE
PLAN
GR.2.01

TYPE DESCRIPTION

EXTERIOR

ELEVATION DETAIL

COMBINED PHASES I & II FINAL

DEVELOPMENT PLAN
2022-01-14
2022-01-28
Project No.:

Drawn By:

Checked By:

Scale:

Sheet No.:

Sheet Name:

Seal & Signature:

Key Plan:

Civil Engineer:

Issued For:

Architect:

HEAD-ROYCE SCHOOL

SKIDMORE, OWINGS & MERRILL

ONE MARITIME PLAZA
SAN FRNCISCO, CA 94111
Sherwood Design Engineers
58 Maiden Lane, Third Floor
San Francisco, CA
Landscape:

TLS Landscape Architecture
1015 Camelia Street
Berkeley, CA
MEP Engineer:

Environmental Systems Design, Inc.
90 New Montgomery Street, Suite 1420
San Francisco, CA
Lighting:

Pritchard Peck Lighting
389 Clementina Street
San Francisco, CA
Acoustics:

Salter
60 South Market Street, Suite 480
San Jose, CA
Historic:

Page & Turnbull
170 Maiden Lane, 5th Floor
San Francisco, CA
1/10/2022 3:54:11 PM
Author
Checker
214043

SHEET NAME
xx.xx.xx
4315 Lincoln Ave
Oakland, CA 94602
No.: Description: Date:
100% SCHEMATIC DESIGN 2020-12-18
100% DESIGN DEVELOPMENT 2021-07-16

COMBINED PHASES I & II FINAL

DEVELOPMENT PLAN
2022-01-14
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 
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  
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  
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 
ENLARGED SITE PLAN 02 SCALE: NTS
E01.1
SITE
E03.6
SITE
E03.5
SITE
E03.4
SITE
E04.2
SITE
E04.3
SITE
E05.7
SITE
E05.8
SITE
E05.4
SITE
E05.6
SITE
E05.5
SITE A
B
E06.1
SITE
E06.2
SITE E06.3
SITE
E08.1
SITE
E07.1
SITE
E07.2
SITE

ENLARGED SITE
PLAN
GR.2.02

TYPE DESCRIPTION

EXTERIOR

ELEVATION DETAIL

COMBINED PHASES I & II FINAL

DEVELOPMENT PLAN
2022-01-14
2022-01-28
XING
XING

VALLE FOUNDATION FOR

LANDS OF THE MARY

THE CEREBRAL PALSIED (E) SSMH (E) MAJOR CONTOUR (E) MINOR CONTOUR (E) STORM INLET (E) SANITARY SEWER PIPE (E) WATER LINE (E) SDMH (E) ELEVATION (E) BUILDING LINE LEGEND (E) WATER VALVE (E) ELECTRIC STRUCTURE (E) WATER STRUCTURE (E) STREET LIGHT (E) BENCHMARK (E) TELEPHONE MAINTENANCE HOLE (E) FIRE HYDRANT (E) BOLLARD CLEAR
KEEP
APN 029-1009-010-05

VALLE FOUNDATION FOR

LANDS OF THE MARY
THE CEREBRAL PALSIED Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 2548 Mission Ave San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 3/1/2022 4:46:51 PM TPSG214043 No.: Description: Date: COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-09-02 1" = 20' NOT FOR CONSTRUCTION

HEAD ROYCE SCHOOL

OFFSITE IMPROVEMENT PROJECT
4315 LINCOLN AVE.

OAKLAND, CA 94602
1 2 REVISION 1 2023-01-31 OFFSITE EXISTING CONDITIONSC8.01 North
0 10' 20' 40'
MATCHLINE SEE BELOW 1. EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS IS BASED ON SURVEY BY SANDIS. ADDRESS: 605 CASTRO STREET, MOUNTAIN VIEW, CA 94041 PHONE NUMBER: 650.969.6900 DATE OF SURVEY: 06/10/2019 2. BENCHMARK: · CITY OF OAKLAND MONUMENT 60/F IN THE CENTERLINE OF LINCOLN AVENUE APPROXIMATELY HALFWAY BETWEEN THE CROSS STREETS OF ALIDA STREET AND PERKINS ROAD. 3. GRADES ENCOUNTERED ON-SITE MAY VARY FROM THOSE SHOWN. CONTRACTOR SHALL REVIEW THE PLANS AND SPECIFICATIONS AND CONDUCT FIELD INVESTIGATIONS TO VERIFY EXISTING CONDITIONS AT THE PROJECT SITE. 4. CONSTRUCTION STAKING SHALL BE PERFORMED BY A LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA. 5. REFER TO SURVEY DOCUMENTATION FOR HORIZONTAL AND VERTICAL DATUMS. SURVEY NOTES

MATCHLINE SEE ABOVE
North
0 10' 20' 40'
XING

XING OBLITERATE LANE STRIPING , TYP OBLITERATE LANE STRIPING , TYP OBLITERATE CROSSWALK STRIPING , TYP LEGEND REMOVE BOLLARD LIMIT OF WORK REMOVE ASPHALT REMOVE CONCRETE REMOVE SITE ELEMENT (E) MAJOR CONTOUR (E) MINOR CONTOUR (E) SANITARY SEWER PIPE (E) WATER LINE (E) BUILDING LINE REMOVE SITE ENTITY (E) SSMH (E) WATER VALVE (E) STORM INLET (E) ELECTRIC STRUCTURE (E) WATER STRUCTURE (E) STREET LIGHT (E) SDMH (E) TELEPHONE MAINTENANCE HOLE (E) FIRE HYDRANT (E) ELEVATION (E) BOLLARD CLEAR
KEEP OBLITERATE LANE STRIPING , TYP Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 2548 Mission Ave San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 3/1/2022 4:46:51 PM TPSG214043 No.: Description: Date: COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-09-02 1" = 20' NOT FOR CONSTRUCTION

HEAD ROYCE SCHOOL

OFFSITE IMPROVEMENT PROJECT
4315 LINCOLN AVE.

OAKLAND, CA 94602
1 2 REVISION 1 2023-01-31 OFFSITE DEMOLITION PLAN C8.11 North
0 10' 20' 40'

MATCHLINE SEE BELOW

MATCHLINE SEE ABOVE
North
0 10' 20' 40'
XING
XING VALLE FOUNDATION FOR LANDS OF THE MARY THE CEREBRAL PALSIED 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 BB' (E) PARKING TO REMAIN (E) PARKING REMOVED EXISTING CROSSWALK TO BE RELOCATED (P) ACCESSIBLE CURB RAMP (P) ACCESSIBLE CURB RAMP (P) ACCESSIBLE CURB RAMP (P) ACCESSIBLE CURB RAMP (P) LOOP ROAD ENTRANCE (P) LOOP ROAD EXIT (P) SIGN RIGHT LANE MUST TURN RIGHT THRU TRAFFIC STAY LEFT (E) MAIL BOX TO REMAIN (P) GATE (P) SIGNAL DETECTOR LOOPS (P) SIGN EXIT ONLY (E) FACE OF CURB (E) FACE OF CURB 11.00 11.00 7.00 7.09

36.09 11.00 11.00 7.16 28.00 (P) ACCESSIBLE LOADING ZONE (VIF) (P) BLUE CURB 60.00 (P) PASSENGER LOADING ZONE (VIF) (P) GREEN CURB 60.00 (E) PASSENGER LOADING ZONE (VIF) (E) GREEN CURB 28.00 (E) ACCESSIBLE LOADING ZONE (VIF) (E) BLUE CURB 105.00 LANE TRANSITION

36.00 40.20AA' IMPROVEMENTS PER ONSITE PLANS 11.00 11.00 (P) SPEED SENSITIVE TRAFFIC SIGNAL (SEE NOTE 2) (P) RED CURB AND SIDEWALK (P) RED CURB AND SIDEWALK (P) CROSSWALK STRIPING SEE NOTE 3 FOR OFFSITE (P) RED CURB PAINT(E) PARKING TO REMAIN (P) STRIPING SOLID LANE (P) STRIPING CENTERLINE (P) STRIPING SKIP LANE (P) SIGN (P) STREET ARROWS (P) CURB (P) STOP BAR LEGEND LIMIT OF WORK (P) SPEED TABLE CLEAR
KEEP VALLE FOUNDATION FOR LANDS OF THE MARY 37+00 38+00 39+00 40+00 41+00 42+00 43+00 43+31 CC' DD' (E) PARKING REMOVED (E) PARKING REMOVED (E) PARKING REMOVED (E) BUS STOP TO REMAIN (P) LOOP ROAD ENTRANCE (E) SIGNALS TO REMAIN (E) SIGNALS TO REMAIN (P) SIGN LEFT LANE MUST TURN LEFT THRU TRAFFIC STAY RIGHT (P) SIGN LEFT LANE MUST TURN LEFT THRU TRAFFIC STAY RIGHT (P) SIGNAL DETECTOR LOOPS 10.00 10.00 10.00 10.00 12.00 12.00 7.97 10.05 10.01 7.75

40.21 39.73 10.36 10.00 85.00 LANE TRANSITION 65.49 (E) BUS STOP TO REMAIN (E) RADAR SPEED FEEDBACK SIGN TO BE RELOCATED (SEE NOTE 1) (E) SIGNAL AHEAD SIGN TO BE RELOCATED (SEE NOTE 1) E) PARKING TO REMAIN 103.36 LANE TRANSITION (E) PARKING TO REMAIN (P) DETECTABLE WARNING SURFACE (P) DETECTABLE WARNING SURFACE (P) CROSSWALK STRIPING Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 2548 Mission Ave San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 3/1/2022 4:46:51 PM TPSG214043 No.: Description: Date: COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-09-02 1" = 20' NOT FOR CONSTRUCTION

HEAD ROYCE SCHOOL

OFFSITE IMPROVEMENT PROJECT
4315 LINCOLN AVE.

OAKLAND, CA 94602 12 REVISION 1 2023-01-31 OFFSITE IMPROVEMENTS (STRIPING AND SIGNAGE) C8.21 North 0 10' 20' 40'

MATCHLINE SEE BELOW

MATCHLINE SEE ABOVE
North 0 10' 20' 40' NOTES 1. LOCATION TO BE COORDINATED WITH OAKLAND DOT DURING PX PERMIT PROCESS. LEADING PEDESTRIAN INTERVAL TIMING SHALL BE PROVIDED. 2. TRAFFIC SIGNAL DESIGN WILL BE COORDINATED WITH OAKLAND DOT AS PART OF THE PX PERMIT PROCESS. 3. ALIDA STREET CROSSING IMPROVEMENTS: APPLICANT WILL CONDUCT A STOP SIGN WARRANT ANALYSIS AT THE INTERSECTION OF ALIDA AND LINCOLN AVENUES. IF A STOP SIGN IS WARRANTED, APPLICANT WILL INSTALL IT IN COORDINATION WITH OAKLAND DOT. IF A STOP SIGN IS NOT WARRANTED, APPLICANT WILL INSTALL A RAPID RECTANGULAR FLASHING BEACON AT THIS INTERSECTION. DESIGN WILL BE DOCUMENTED AS PART OF THE PX PERMIT PROCESS. 365 370 375 380 385 390 395 400 405 410 415 420 425 430 435 440 445 450 455 460 365 370 375 380 385 390 395 400 405 410 415 420 425 430 435 440 445 450 455 460 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 9.8% 10.7% EG SEE DETAIL 2 ON C8.41 SEE DETAIL 1 ON C8.41 430 435 440 445 450 455 460 465 470 475 480 485 490 495 500 505 510 515 520 525 430 435 440 445 450 455 460 465 470 475 480 485 490 495 500 505 510 515 520 525 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+31 12.8% EG SEE DETAIL 3 ON C8.41 SEE DETAIL 4 ON C8.41 Project No.: Drawn By: Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature: Key Plan: Civil Engineer: Issued For: Architect: SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 2548 Mission Ave San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 3/1/2022 4:46:51 PM TPSG214043 No.: Description: Date: COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-09-02 1" = 20' NOT FOR CONSTRUCTION

HEAD ROYCE SCHOOL

OFFSITE IMPROVEMENT PROJECT
4315 LINCOLN AVE.

OAKLAND, CA 94602 12 REVISION 1 2023-01-31 OFFSITE GRADING C8.31 0 10' 20' 40' LINCOLN ROAD PROFILE HORIZ: 1"=20' VERT:1"=10' LINCOLN ROAD PROFILE HORIZ: 1"=20' VERT:1"=10' CONCRETE PAVEMENT CLASS 2 AGGREGATE BASE, COMPACT PER SPECIFICATIONS NOTES 1. ALL AGGREGATE BASE MATERIAL SHOULD CONFORM TO THE CURRENT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE. 4" 6" 6 CONCRETE PAVEMENT SECTION SCALE: NTS 8 DETECTABLE WARNING SURFACE SCALE: NTS 2.35" 3' 0.45" 0.90" 0.2" 0.45Ø TOP 0.90Ø BASE 2.35" 1.67" PLAN ELEVATION TAPERED EDGES WHERE EXPOSED 0.20" HIGH WIDTH PER PLAN 8.00 (E) SIDEWALK VARIES 35.50-36.00 CURB TO CURB11.00 NB THRU 11.00 SB THRU 7.00 PARKING 7.00 PARKING 8.00 (E) SIDEWALK 8.00 (E) SIDEWALK 11.00 (P) NB THRU 11.00 SB THRU 7.00 (E) PARKING 11.00 (P) NB RT TURN 8.00 (E) SIDEWALK 8.00 (E) SIDEWALK 40.00 CURB TO CURB 10.00 (P) NB LT TURN 10.00 (P) SB LT TURN 10.00 (P) SB THRU 10.00 (P) NB THRU 8.00 (E) SIDEWALK 8.00 (E) SIDEWALK 40.00 CURB TO CURB 12.00 (E) NB THRU 12.00 (E) SB THRU 7.75 (E) BUS STOP 7.97 (E) BUS STOP 8.00 (E) SIDEWALK 8.00 (E) SIDEWALK 40.00 CURB TO CURB Project No.:

Drawn By:

Checked By: Scale: Sheet No.: Sheet Name: Seal & Signature:

Key Plan:

Civil Engineer: Issued For: Architect: SKIDMORE, OWINGS & MERRILL ONE MARITIME PLAZA SAN FRNCISCO, CA 94111 Sherwood Design Engineers 2548 Mission Ave San Francisco, CA Landscape: TLS Landscape Architecture 1015 Camelia Street Berkeley, CA MEP Engineer: Environmental Systems Design, Inc. 90 New Montgomery Street, Suite 1420 San Francisco, CA Lighting: Pritchard Peck Lighting 389 Clementina Street San Francisco, CA Acoustics: Salter 60 South Market Street, Suite 480 San Jose, CA Historic: Page & Turnbull 170 Maiden Lane, 5th Floor San Francisco, CA 3/1/2022 4:46:51 PM TPSG214043 No.: Description: Date: COMBINED PHASES I & II FINAL DEVELOPMENT PLAN 2022-09-02 1" = 20' NOT FOR CONSTRUCTION

HEAD ROYCE SCHOOL

OFFSITE IMPROVEMENT PROJECT
4315 LINCOLN AVE.

OAKLAND, CA 94602 12 REVISION 1 2023-01-31 C8.41 OFFSITE SECTIONS AND DETAILS NTS 3 SECTION C: BETWEEN (E) LOT F ENTRANCE AND (P) LOOP ROAD ENTRANCE SCALE: NTS 4 SECTION D: NORTH OF (E) LOT F ENTRANCE 1 SCALE: NTS SECTION A: SOUTH OF (P) LOOP ROAD EXIT SCALE: NTS 2 SECTION B: SOUTH OF (P) LOOP ROAD ENTRANCE SCALE: NTS NOTE: EXISTING PARKING SPACES ON NB LANE REMOVED FOR ADDED TURN LANE INTO PROPOSED LOOP ROAD. NOTE: EXISTING PARKING SPACES REMOVED IN NB AND SB DIRECTIONS FOR ADDED LEFT TURN LANES NOTE: NO CHANGE TO EXISTING STREET SECTION 9 STEEL BOLLARD SCALE: NTS 10 6" CURB AND GUTTER SCALE: NTS 5 NOT USED SCALE: NTS 7 NOT USED SCALE: NTS

2 BRYANT STREET, SUITE 300 SAN FRANCISCO, CA 94105 415-284-1544 FAX 415-284-1554 www.nelsonnygaard.com

M E M O R A N D U M
To: Head-Royce School
From: Nelson\Nygaard Project Team
Date: October 2, 2019
Subject: Head-Royce School Parking Summary:

Administrative Draft—Not for Public Review
Introduction
Head-Royce School is an independent co-educational day school for kindergarten through 12th grade located on Lincoln Avenue in the Lincoln Highlands-Oakmore-Dimond district of Oakland, California. The existing school enrolls 881 students, employs 165 faculty and staff members, and has an on-campus supply of 315 parking spaces (158 existing on the South Campus and 157 existing on the North Campus)1. The school’s current planned use development (PUD) permit from the City of Oakland allows for an enrollment of up to 906 students. In addition to the vehicle parking, school buses queue on Lincoln Avenue: in the morning, four buses unload on the north side and four unload on the south side. In the afternoon, all eight buses queue and pick up on the north side of Lincoln Avenue.

Most of the school’s current functions occupy its property on the north side of Lincoln Avenue (“North Campus”). The school proposes to create a new campus (or “South Campus”) across Lincoln Avenue from the North Campus, connected via an underground link between the two campus properties. The proposed expansion would include space for an additional 344 students (to allow up to an ultimate enrollment of 1,250 students on the property as a whole), a performance arts building with up to 450 seats, and additional on-site parking and pick-up/dropoff space to serve the expanded school. This memorandum reviews the projected parking demands of the school expansion on an average day.

Average Day Parking Demand Review
An evaluation of the potential average day parking demands was conducted using various methodologies to present a comparative review of the parking needs of the expanded campus. As noted on Table 1, this review examined varying school populations from the existing 2017-2018 enrollment of 881 students, the current maximum enrollment allowed under the current PUD (906 students), and iterative increases in student population to the proposed 1,250 student capacity of the expanded campus.

For comparison purposes, parking demand was calculated based on the following criteria:
• Oakland Zoning Requirements
• Head-Royce School Projected Estimates
• TDM Reduction Percentage

1 As of the 2017-18 school year

PARKING SUMMARY
Head-Royce School
Nelson\Nygaard Consulting Associates Inc. | 2
Existing on-site parking demand was collected by school staff, which demand assessment was determined to be reasonable by Nelson\Nygaard. As previously noted, the site currently includes a total on-site supply of 315 spaces with 288 spaces utilized on typical school day.

In addition to staff observations of on-site utilization, Nelson\Nygaard observed on-street parking utilization on Lincoln Avenue from 7:30AM to 3:30PM on two weekdays while school was in session (September 11 and 19). Data collectors noted the time and location along Lincoln Avenue were a vehicle parked, how many occupants exited the vehicle, and whether these occupants walked in and out of Head-Royce School (considered school-generated parking demand). During the course of the data collection, the school generated demand for 15 long term parking spaces that was accommodated on Lincoln Avenue.

Combined, the existing school functions generate a demand for 303 parking spaces (288 on-site plus 15 on Lincoln Avenue).

Figure 1: Average Day Comparative Parking Demand Review (Number of Spaces) Scenario Total Enrollment
Oakland Zoning
Required2 Projected Demand
Existing (2017-18) 881 143 313
PUD Max Allowed 906 151 316
Incremental Increase with New
Project
950 158 320
1,000 166 325
1,050 175 330
1,100 183 335
1,150 191 340
1,200 199 345
Max New Project 1,250 208 350
As noted in Table 1, the campus’ supply and demand currently exceeds the minimum number of parking spaces required by zoning (though supply above the minimum is allowed) with that trend expected to continue into the future.

Best practice for projecting parking demand is to utilize site-specific data. Head-Royce School staff have developed a demand estimation based on the school’s experienced utilization of 0.85 general parking spaces for the first 300 students, then an additional 10 parking spaces for every 100 additional students. Nelson\Nygaard confirms this utilization ratio based on site-specific data. Based on this methodology, 350 spaces would be expected as the school expands to 1,250 students.3

2 Oakland Planning Code – 17.116.070.C – 1 space per 10 students and 1 space per 3 employees 3 This demand projection assumes the current level of Transportation Demand Management. Should additional TDM efforts be implemented, parking demand would be anticipated to decline based on the program.

PARKING SUMMARY
Head-Royce School
Nelson\Nygaard Consulting Associates Inc. | 3
Projected Demand and Supply
In addition to the school’s 315 existing parking spaces (158 existing on the South Campus and 157 existing on the North Campus), an estimated 29 new on-site parking spaces are proposed to be added as part of the master plan, for a school-wide total of 344 parking spaces.

The north side of Lincoln Avenue between the school’s gate and the athletic field measures approximately 800’. This curb length is currently designated for no parking from 8-9 a.m. and 3- 4 p.m., effectively limiting the curb to accommodating school-bound trip.

With the proposed master plan, both morning and afternoon school bus operations will be shifted to the north side of Lincoln Avenue. The current 8 buses require approximately 400’ of curbspace (45’ per bus plus 5’ buffer). To accommodate long-term growth, as many as two additional buses may be required at full built out, requiring an additional 100’ of curbspace. Should the 500’ of curbspace be dedicated to queuing, the remaining 300’ could accommodate demand for up to 15 additional vehicles. Together with the 344 off-street spaces, this would provide a total of 359 spaces, exceeding the projected 350-space demand at full buildout (see Figure 2).

Figure 2: Comparison of Projected Supply and Demand
Parking Supply Existing Projected
North Campus 157 197
South Campus 158 147
Lincoln Avenue (per demand) 15 15
Total 330 359
Max New Project Demand 350
Projected Difference +9

HEAD ROYCE SOUTH CAMPUS TDM PLAN
Head Royce School

HEAD-ROYCE SOUTH CAMPUS ACCESS

AND TRANSPORTATION DEMAND

MANAGEMENT PLAN
February 2022
Table of Contents
1 Introduction.................................... 2
Access and TDM Plan: Purpose and Goals......................................................................................4 2 Access & Circulation ....................... 6
Existing Conditions......................................................................................................................................6 Parking Management...........................................................................................................................7 Deliveries/Vendor Management.......................................................................................................8 Special Events (rules/limits subject to change based on proposed revisions to PUD).............8 Integration of South Campus....................................................................................................................9 3 Transportation Demand
Management ................................ 15
Existing TDM Programs...........................................................................................................................15 Promotion of Non-Drive Alone Modes...........................................................................................15 4 Communication, Enforcement, &
Reporting ..................................... 19
Communication....................................................................................................................................19 Enforcement of the Driving Rules.....................................................................................................20 Annual Compliance Reporting.........................................................................................................21 Appendix A: Existing Transportation Policy Guide
Appendix B: Proposed Transportation Policy Guide
Table of Figures
Figure 1 Campus Location........................................................................................................................3 Figure 2 Proposed Campus Site Plan.....................................................................................................4 Figure 3 South Campus Circulation Plan.............................................................................................10 Figure 4 Existing & Proposed Lincoln Avenue Intersection Alignments.........................................11 Figure 5 Existing & Proposed Typical Lincoln Avenue Lane Alignments......................................11 Figure 6 Michael’s School Bus Stop Locations....................................................................................17 17 SOUTH CAMPUS ACCESS AND TDM PLAN
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1 Introduction
Head-Royce School is a private K-12 school locatedon a 14-acre campus on the north side of Lincoln Avenue between AlidaStreet and Lincoln Way in the Oakland Hills section of the City of Oakland(see Figure 1). The school shares a neighborhood with single-family residences, two major religious institutions, Ability Now Bay Area (formerly the Cerebral Palsy Center for Bay Area), and the former site of the Lincoln Child Center (LCC).Head Royce School currently has 881 students, divided into a Lower School (K-5), Middle School (6-8), and Upper School (9-12).

The school’s current Planned Unit Development (“PUD”) use permit allows enrollment up to 906 students.

In 2013, Head-Royce acquired the 8-acre Lincoln Child Canter site, on the south side of Lincoln Avenue, for campus expansion. To determine the future of this site, Head-Royce initiated a Master Plan1process to envision the best-integrated design and utilization for the full 22-acre Head-Royce campus to meet current and future needs. In 2018, Head Royce developed plansto integrate the existing Head-Royce School, or “North Campus,” with a new “South Campus” and to create a unified 22-acre school. The Plan proposes the followingphased improvements and additions to the campus:
 Phase I
− No new enrollment (enrollment capped at 906 per 2016 amendment to PUD Permit) − No change to drop-off or pick-up operations and no additional parking spaces − Demolition of eight buildings, restoration and rehabilitation of three buildings, and reuse of one building “as is”
− Outdoor classrooms, walking paths, gathering space, and landscaping  Phase II
− Enrollment increase to 1,050
− New drop off/pick up using internal Loop Drivewaywith new traffic signals at Lincoln Avenue with pedestrian crosswalks
− Renovate one building, demolition of five non-historic structures − Phased increase in parking spaces
− Construction of a 1,500 square foot Link Pavilion
 Phase III
− Enrollment increase to 1,250
− Pedestrian Tunnel under LincolnAvenue
− Phased increase in parking spaces
− Construction of a new Performing Arts Center with up to 450 seats  Phase IV is being withdrawn by Head Royce from the Master Plan proposal.

The total student population at build-out is projected to be a maximum of 1,250 students with a stated school goal of slow, measured enrollment growth over time, rather than a marked increase in a short period of time. With “integrated infrastructure” listed as one of the four key elements of the Master Plan, Head-Royce is placing due emphasis on safe and efficient travel for their 1 https://www.headroyce.org/about-us/master-plan

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students and the neighboring community. The updated TDM Plan has been designed with the goal of achievingthe same 30% trip reductionmetric required under the school’s existing PUD permit with respect to the proposed addition of 344 students.

Figure 1 Campus Location

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Figure 2 Proposed Campus Site Plan
Access and TDM Plan: Purpose and Goals
In accordance with City standard conditions of approval,the school is required to update its parking, access, circulation, and demand management plans in line with the planned campus expansion.

As has been a key focus for the school and community in recent years, this process must include safe handling of drop-off and pick-up traffic without congesting surrounding streets, and ensuring that parkingand traffic impacts in surrounding neighborhoods areminimized.

Designing safe and convenient ways for students and faculty to get to and from Head-Royce is also critical to supporting the quality of life of students and their families and meeting overall campus sustainability goals.2
The Master Plan process and the development of South Campusoffer an opportunity to revisit Head-Royce’s Transportation Demand Management Plan, which helps facilitate efficient school 2 https://www.headroyce.org/community/sustainability
Existing
Campus
Proposed
South
Campus

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access for students, faculty, and staff, while minimizing the impacts of driving to the site. HeadRoyce can advance its current transportation programs to further reduce traffic impacts even while potentially increasing enrollment, staffing, and integrate a sustainable and convenient transportation system into the expandedcampus from the start.

The school developed its currentTransportation Demand Management (TDM) Plan in 2015 to minimize the impact of school traffic on the surrounding communityand satisfy the conditions of the City’s PUD approval.3The Plan was approved by the City of Oakland in 2016 and is consistent with the following statedgoals:

1. Reduce total vehicle trips by students, guardians, faculty, and staff during peak periods.

2. Better manage the available on-site parking spaces.

3. Reduce congestion on Lincoln Avenue by managing parking, drop-off, and pick-up conditions.

4. Promote safe and neighborhood-friendly driving behavior among all Head-Royce affiliates.

5. Facilitate the student drop-off and pick-up process to ease traffic congestion and enhance student and driver safety.

6. Ensure that special events held at Head-Royce School do not interfere with the livability of the surrounding neighborhood.

7. Promote the City of Oakland’s Transit First and Complete Street policies.

8. Track and enforce the relevant provisions of the Use Permit and the TDM plan.

The TDM Plan is comprised of six sections, meeting the requirements identified by the City of Oaklandand demonstrating the school’s commitment to stewardship in the community:

1. Traffic and Circulation Management

2. Parking Management

3. Auto Trip Reduction Programs

4. Special Events

5. Communication and Enforcement

6. Compliance Reporting
Approach
This Plan update, when coupled with the Head-Royce School Master Plan, addresses these opportunities by identifyingthe right balance between accommodating more vehicles on campus, minimizing impacts on the surrounding community, and ensuring that the campus is a safe place for everyone.With this update, Head-Royce should be equippedto continue existing programs that work, improve those that can work better, and introduce new ideas that can addressthe goals of the school and the community.The update is organized into two primary sections: 1) Access & Circulation and 2) Transportation Demand Management, while still addressing all of the sections outlined above.
3 https://www.headroyce.org/uploaded/Community_Relations/Neighbors/Conditions_of_Approval-_23.pdf

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2 Access & Circulation

EXISTING CONDITIONS
Head-Royce School communicates its transportation and parking policies via the Transportation Policy Guide (TPG),4 which is distributed to all faculty, staff, parents, and students. TPG procedures for parking and circulation are intended to reduce the impact of school traffic on the surrounding community. Compliance with the Transportation Policy Guide is a condition of enrollment and/or employment. As described further in Section 4, failure to comply with the TPG results in escalating penalties for each infraction. The existingTPG is provided as Appendix A to this document. Existing access and circulation conditions as described below will continue during the construction of Phases I and II of the Master Plan.

Morning Drop-Off
In the morning, parents drop-off their children along a designated portion of Lincoln Avenue in front of the school. Kindergarten students may be escorted to the entrance by their parents and parents of older children may choose to do this as well. Parents can park in designated areas on Lincoln Avenue and walk their children onto campus.

School starts at 8:20 a.m. However, many students arrive in advance of the start of school to take advantage of child care and social opportunities provided by the schoolbeginning at 7:30 a.m. To facilitate arrivals, Head-Royce School provides five trained traffic monitors, beginning 30 minutes prior to the start of school and extending to the start of classes.

Monitors are stationed at locations that maximize their visibility and contribute to maintaining traffic flow in the neighborhood.

Traffic monitors are located as follows:
 Lincoln Avenue crosswalk at the traffic signal
 Lincoln Avenue and Alida Avenue
 Head-Royce back gate at Whittle Avenue
 Lincoln Avenue, North side
 Lincoln Avenue and Burlington Street
Afternoon Pick-Up
In the afternoon, kindergarten dismissal takes place at 2:00 p.m., while all other grades are dismissed at 3:20 p.m. Dismissal preference is given to students who ride the bus because buses depart promptly at 3:30 p.m. Car pick-ups may only occur on the westbound (downhill) side of Lincoln Avenue between the main driveway and the Gatehouse. Until buses depart, the area closest to the main gate is reserved for buses only. After the buses depart, the full area is available for car pick-ups.

Parents start arriving as early as 2:30 to pick up their children. As a result, a queue forms in the curbside lane by the time school lets out. In order to avoid cars lining up above the main driveway and blocking downhill traffic on Lincoln, Head-Royce currently has an agreement with the 4 https://www.headroyce.org/uploaded/Parking,_Traffic/HRS_Transportation_Guide_2018.pdf

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Mormon temple to use their parking lot as a staging area for the afternoon pick-up between 2:30 pm and 4:00 pm. Once the pick-up area along Lincoln Avenue is full, parents must queue in the staging area at the Mormon Templeoverflow lot, approximately ½ mile east of the main gate on Lincoln Ave.Monitors are present to ensure that parents follow this protocol as described below.

During the afternoon dismissal time, Head-Royce maintains a minimum of seven traffic monitors. Monitors are in place from the primary school dismissal time for a period of no less than 2o minutes, or longer, if necessary, until the queue has been eliminated.

Traffic monitors are located as follows:
 Top of Head-Royce upper driveway
 Staging area at the Mormon Temple parking lot
 Lincoln Avenue, north side (2), south side (1)
 Top of the Gatehouse entrance stairs
 Lincoln Avenue crosswalk at the traffic signal
 Head-Royce back gate
Traffic Monitors
Head-Royceuses an integrated network of traffic monitors to manage the pick-up and drop-off of students, control the sidewalks, report incidents, ensure the safety of both pedestrians and drivers, and patrol certain key intersections to ensure parents are following appropriate procedures.

To ensure proper management of the pick-up and drop-off process, Head-RoyceSchool maintains a trained force of a minimum of five (5) monitors for morning drop-off and seven (7) monitors for afternoon pick-up.

Parking Management
Head-Royce is committed to carefully managing its parking supply and the parking behavior of school affiliates to:
 Ensure that school-related parking does not unreasonably spill over onto neighborhood streets;
 Ensure that school-related parking behavior does not disrupt traffic flow; and  Ensure that the availability of parking does not induce additional driving to campus.

Parking Facilities
Head-Royce currently has adequate off-street parking facilities, exceeding the City’s requirement for parking on site. Currently Head-Royce parking facilities include:
 154parking spaces on the North Campus
 138 parking spaces on the South Campus
On-street parking is available on both sides of Lincoln Avenue in front of Head-Royce. Additional facilities such as shared parking at the Greek Orthodox Cathedral are available for special events.

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Parking Policies
The Transportation Policy Guide (TPG)includes an abbreviated series of provisions for parking on and around the Head-Royce School campus. The following, more detailed, set of policies are included in the 2016 TDM Plan.

Student, staff, faculty, and parent drivers are required to follow the following policies when parking as part of a “Park Here First” directive that includes a hierarchy of parking locations to direct affiliates to optimal parking locations:
 Staff/Faculty: Directed to park in Head-Royce lot, at either 4315 or 4368 Lincoln Ave. lot.  Upper School Students: May park in the main Head-Royce lot at 4315 Lincoln.

Additional parking for students may be available on Lincoln Avenue.  Parents/Visitors: May park in the main Head-Royce lot or at the 4638 Lincoln lot if spaces are available. Parents and visitors are directed next to park along Lincoln Avenue during drop-off and pick-up and/or if visiting during the school dayabove the gatehouse, if available.
 The “Park Here First” hierarchy includes the following parking locations. Assigning specific spaces to specific users is not encouraged, as shared parking will maximize the utilization of spaces:

1. Head-Royce Campus (faculty, upper school students, school dayvisitors)

2. 4638 Lincoln Avenue (faculty, staff, parents, parents, students)

3. Lincoln Avenue

4. Greek Church, Ability Now Bay Area,and Mormon Temple, by arrangement or for special events, as directed by Head-Royce Staff.

5. Neighborhood streets, if spaces are available.

Deliveries/Vendor Management
Head-Royce is committed to managing vendors and other deliveries to campus to reduce impacts on the neighborhoods surrounding campus. The School enforces the following procedures for vendor deliveries to campus:
 The School directs vendors to make bulk deliveries in trucks via the Whittle gate where they are unloaded on campus.
 The School directs large, refrigerated trucks delivering fresh food to campus to make deliveries after 9 a.m. once peak period congestion has subsided.

Special Events (rules/limits subject to change based on proposed revisions to PUD)
Head-Royce follows a series of protocols in order to minimize parking and traffic impacts on the neighborhood during special events:
 Post an annual calendar of special events in a publicly accessible area of its website at the beginning of the School year listing all Special Events and the anticipated number of visitor vehicles that are anticipated for each event. Neighbors may request to be on an email list to be notified of special events on campus that may impact parking and traffic.

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 A total of no more than 85 evening special events shall be permitted per school year, as well as 55 Saturday daytime and 10 Saturday evening events. One Saturday daytime event may be scheduled in the summer. No more than eightSunday special events shall be scheduled.
 The School shall be permitted to add no more than ten additional special events during the course of the school year, and only in cases where the Neighborhood Committee is provided a 30-day notice of such addition, and only in cases where those events do not take place on weekends or during the summer months.

Once a special event has been posted, the school develops an appropriate parking and transportation plan for each event, including:
 Posting driving and parking directions on the school website  Posting signage along key roads directing drivers to available parking  Providing traffic monitoring for special events of over 50 people  Providing valet parking for the four most attended events on campus – the three annual school promotions for the Lower, Middle, and Upper Schools (in June) along with the Holiday Program (in December).
 Neighbors are notified according to the communications policies described in Section 5 of the TDM Plan.

Available parking facilities for special events include:
 Head Royce’s upper lot is available for special events if not otherwise occupied  4638 Lincoln parking lots
 Spaces may be reserved in the Greek Orthodox Church, Ability Now Bay Area, and Mormon Temple parking facilities for events, as needed.  Lincoln Avenue, above the gatehouse.

INTEGRATION OF SOUTH CAMPUS
The Master Plan proposes to create a new campus (or “South Campus”) across Lincoln Avenue from the existing campus (or “North Campus”), connected via an undergroundpedestrianlink between the two campus properties. The expansion will include space for an additional 344 students (to allow up to an ultimate enrollment of 1,250 students on the property as a whole), the repurposing of four existing buildings for academic and administrative uses, a performing arts building, and additional on-site parking and pick-up/drop-off space to serve the expanded school.

All vehicular access to the South Campus will be from Lincoln Avenue. No access to the site (except for emergency vehicles) will be allowed from Charleston Street or Linnet Avenue. A new internal loop road running within the perimeter of the South Campus will provide more than 1,400 feet of on-campus, off-street queuing space, and create distinct drop-off and pick-up points for the Upper School and the Lower and Middle Schools(see Figure 4). The new loop road will enable all pick-up and drop-off activities (except for bus loading and unloading) to take placeon the South Campuswithout queuing on Lincoln Avenue or at other off-campus locations.

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Figure 3 South Campus Circulation Plan
Access to the South Campus will be controlled by a new signalized intersection at the northeast corner of the South Campus along Lincoln Avenue (see Figure 4). The Lincoln Avenue right-ofway will be reconfigured to accommodate a downhill left turn pocket and an uphill right turn pocket (see Figure 5). Parallel parking spaces along the south side of Lincoln Avenue will be removed to accommodate this modification. School bus activities will all occur on the north side of Lincoln Avenue; AC Transit’s bus stop can remain on the south side of Lincoln Avenue.

Egress from the South Campus will be controlled by a signalized intersection at the northwest corner of the South Campus. This signal will replace the existing signal that currently controls the pedestrian crosswalk at the Head-Royce Gatehouse. The traffic signal location at the entrances to the Head-Royce east parking lot and Ability Now Bay Area building will be maintained.

The proposed, 20’ wide loop road is designed to have sufficient capacity to accommodate one queue lane and one lane of through traffic. The proposed road could accommodate a queue of at least 60 vehicles, not including inner parking area queuing, and allows for variations in access via “east” and “west” pick-up/drop-off zones.

To avoid potential queuing onto Lincoln Avenue and ensure the smoothness of the morning dropoff and afternoon pick-up, it is recommended that the zones be usedsimultaneously, with the east drop-off area reserved for off-peak uses such as kindergarten students who can be released before the remainder ofthe main student body. Further, it is recommended that parking adjacent to the east drop-off area be reserved for staff who as staff typically arrive on-campus before and leave after peak drop-off and pick-up periods.

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Figure 4 Existing & ProposedLincoln AvenueIntersection Alignments Source: Skidmore, Owings & Merrill LLP
Figure 5 Existing & ProposedTypicalLincoln Avenue Lane Alignments Source: Skidmore, Owings & Merrill LLP
Morning Drop-Off
In the morning, parents will drop-off their children in front of each drop-off area, split in roughly even proportions designated either by grade and/or name. Kindergarten studentsmaybe escorted to the entrance by their parents and parents of older children may choose to do this as well. Parents can park in designated areas adjacent to the east drop-off area then walk their children to their buildings. It is anticipated that theSouthCampus loop road canaccommodate morning drop-off without any additional measures.

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During the morning drop-offthere is enough room to queue at least 65 vehicles on the loop road and inner parking/loading zone loops, plus up to 12 vehicles actively loading in each zone (7 in the east zone, 5 in the west zone) whichis anticipated to provide adequate stagingduring morning drop-off.

Afternoon Pick-Up
In the afternoon, kindergarten dismissal takes place at 2:00 p.m. and all other grades at 3:20 p.m.

Dismissal priority is given to students who ride the bus, because buses depart promptly at 3:30 p.m. All bus pickups will occur on the westbound (downhill) side of Lincoln Avenue, between the main driveway and the gatehouse. All car pickups will occur on the South Campus loop road, with pick-ups occurring at the west drop-off area, for the main student body.

Parents start arriving as early as 2:30 to pick up their students. As a result, a queue is anticipated to form on the South Campus loop road before school dismissal. To avoid cars lining up beyond the end of the east driveway and blocking traffic on LincolnAvenue, the school will continue to make the Mormon Temple parking lot available as a stagingarea for the afternoon pick-upuntil the performance of the loop road queue can be evaluated during a period of regular use. Under this scenario, once the pick-up area within the South Campus loop road is full, parents will queue in the staging area at the Mormon Temple. Monitors will bepresent to ensure that parents follow this protocol as described below.

Traffic Monitors
Head Royce will continue to use an integrated network of traffic monitors to manage the pick-up and drop-off of students, control the sidewalks, monitor students crossing Lincoln Avenue with respect to conflicting entering and exiting vehicles, report incidents, ensure the safety of pedestrians, bicyclists,and drivers, and patrol certain key intersections to ensure parents are following appropriate procedures. Traffic monitors wear orange vests and carry digital cameras to record violations. The two lead traffic monitors have received training in traffic monitoring from Kittelson & Associates, a traffic consulting firm with experience with the City of Oakland. These lead monitors have in turn trained the other monitors.

To ensure proper management of the pick-up and drop-off process, Head-Royce School will maintain a trained force of a minimum of six (6) monitors for morning drop-off and ten (10) monitors for afternoon pick-up.At minimum, two (2) of these monitors will be designated as supervisors and will have training by an independent traffic consultant the monitoring process for the morning and afternoon periods as well as special events as described in further detail in the following sections.

Morning Drop-Off
School starts at 8:25am, however many students arrive in advance of the start of school to take advantage of childcare and social opportunities provided by the school. To facilitate arrivals, Head-Royce School will provide traffic monitors beginning 30 minutes prior to the start of school and extending to the start of classes.

Monitors will be stationed at locations that maximize their visibility and contribute to maintaining traffic flow in the neighborhood. Recommended locations and duties for monitors included:
• Intersection of loop road (east driveway) and Lincoln Avenue

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Duties: Ensures that the drop-off queue does not extend beyond the driveway and extend into the intersection. This monitor has a walkie-talkie to communicate with the other monitors to ensure that there are no gaps in between the cars on the loop road. Drivers may be directed to proceed to the west zone if congestion is at risk of extending into Lincoln Avenue.
• Lincoln Ave and Alida Street
Duties: The monitor on the corner of Alida Street and Lincoln Avenue monitors this location to watch for cars parked illegally, unauthorized student drop-off or pick-up, and u-turns.
• Head-Royce back gate at Whittle Avenue
Duties: Monitor stands at the back gate to keep unauthorized drivers from entering through Whittle gate; requires each pedestrian entering through the gate to confirm they have not parked in a residential permit parking area; enforces no drop-off or pick-up of students or employees at Whittle gate.
• South Campus West Drop-off
Duties: One monitor stands just above the west drop-off entrance to wave cars down the driveway to avoid having gaps between cars. This monitor is in communication with the other traffic monitors by walkie-talkie to ensure the drop-off queue does not block the intersection.
• South Campus East Drop-off
Duties: One monitor stands just above the east drop-off entrance to wave cars down the driveway to avoid having gaps between cars. This monitor is in communication with the other traffic monitors by walkie-talkie to ensure the drop-off queue does not block the intersection.
• Lincoln Avenue, Exit Loop
Duties: Monitor will ensure that students crossing Lincoln Avenue from the west drop-off zone are doing so at the designated time and in the safest and most efficient manner possible, avoiding crowding at the street corner, and ensuring that exiting vehicles are yielding to pedestrians with a walk signal.
• Lincoln Avenue, North side
Duties: This monitor notes space available on the street, looking for the most efficient spot for the Michael’s and AC Transit bus drivers to unload students. This monitor will also watch for cars parked illegally and unauthorized student drop-off or pick-up.

Afternoon Pick-up
Parents start arriving as early as 2:30 to pick up their students. As a result, a queue is anticipated to form on the South Campus loop road by the time school lets out. To avoid cars lining up beyond the end of the east driveway and blocking traffic on Lincoln Avenue, traffic monitors are expected to direct vehicles to the staging area at the Mormon Temple. Monitors will be in place from 20 minutes prior to school dismissal until 3:45pm or the queue has been eliminated.

Recommended locations and duties for monitors are as follows:
• Intersection of loop road (east driveway) and Lincoln Avenue Duties: Ensures that the pick-up queue does not extend beyond the driveway and extend into the intersection. This monitor has a walkie-talkie to communicate with the monitor

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at the Mormon Temple staging area. When the queue is full, monitor informs the staging area monitor that cars must be held, and when space has opened up in the queue, monitor informs the staging area monitor how many cars can be sent down. This monitor sets up and controls the signage for eastbound cars entering the loop road whether the queue is open or full. If queue is full, eastbound drivers must proceed to Mormon Temple staging area to wait for open space. Coordination between these two monitors ensures that the queue does not extend into the intersection and block through traffic. • Staging area at the Mormon Temple parking lot
Duties: Places signs on the street directing Head-Royce families to wait in the staging area because space in the loop road is full. Directs cars into the staging area lot and put popsicle sticks under windshield wipers to indicate that a car has been released from the staging area; send cars down to queue as room allows, through communication with the monitor at the intersection of the loop road driveway and Lincoln Avenue. • Lincoln Avenue and Alida Street
Duties: The monitor on the corner of Alida Street and Lincoln Avenue monitors this location to watch for cars parkedillegally, unauthorized student drop-off or pick-up, and U-turns.
• Loop Road (2 monitors)
Duties: These monitors take the names of the students from the drivers who enter the loop road. They walkie talkie the names of the students to the monitors located in the east and west pick-up areas. As names are called, the students walk to their cars to exit the loop road. Monitors motion cars forward to avoid having gaps between the cars and works with other monitors to ensure that the queue does not extend into the Lincoln Avenue intersection.
• East and West Pick-up area (1 monitor in each position) Duties: Receives names of students from loop road monitors and sends students to their cars for pick-up.
• Top of the Gatehouse entrance stairs
Duties: This monitor manages the students waiting on the stairs to load onto the buses. • Lincoln Avenue, North side
Duties: This monitor notes space available on the street, looking for the most efficient spot for the Michael’s and AC Transit bus drivers to park and load students. This monitor will also watch for cars parked illegally and unauthorized student drop-off or pick-up.

Notifies monitor at the gatehouse when the buses have arrived. • Head-Royce back gate at Whittle Avenue
Duties: Monitor stands at the back gate to keep unauthorized drivers from entering through Whittle gate; requires each pedestrian entering through the gate to confirm they have not parked in a residential permit parking area; enforces no drop-off or pick-up of students or employees at Whittle gate.

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3 Transportation Demand
Management
Head-Royce School has done well to establish and execute its Transportation Demand Management (TDM) Plan over the past three years. Regular monitoring and compliance reports indicate that the protocols put in place by the Plan have been working to achieve the school’s goals, as well as those of the City of Oakland.It is anticipated that a continuation of the existing program will be sufficient to achieve applicable trip reduction goal of 30% applicable under the existing permit at full enrollment. The following section provides an overview of existing TDM programs in place at Head-Royce.

EXISTING TDM PROGRAMS
Encourage Off-Peak Drop-Off and Pick-Up
To limit auto trips generated at the peak drop-off and pick-up periods, Head-Royce maintains the followingpolicies:
 Supervised before-school care for lower school students for the regular school year and the Summer Enrichment program to allow guardians to safely drop off students before school hours.
 The school opens its cafeteria at least 50 minutes before the start of middle and upper school classes to encourage students to arrive before the peak period to eat breakfast and socialize.
 The school releases students who are taking the bus before other students to allow buses to depart the queue before car pick-ups begin and incentivize use of the school buses.

Promotion of Non-Drive Alone Modes
Head-Royce has established several TDM programs to:
 Encourage use of transit, school buses, carpooling/vanpooling, biking, and walking.  Decrease the number of single occupancy vehicle trips made to campus by private automobile.

Head-Royce discourages all single-student driving in the Transportation Policy Guide and through other transportation-related school communications.

AC Transit
AC Transit operates three dedicated school bus routes (604, 605, and606), as well as a nondedicated bus route (39) that runs all day to connect Head-Royce to the Fruitvale BART station and Skyline High School. Students are eligible for theAC Transit 31-Day Clipper Youth bus pass, which costs $30/month for unlimited local rides. Students can also ride AC Transit without a pass by paying $1.10 per ride.

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Private School Bus Service
Head-Royce currently contracts with Michael’s Transportation to provide five heavily subsidized dedicated school buses, Monday through Friday, to supplement AC Transit bus service.There is an annual fee of $500 per family, regardless of the number of children, to use the service. Daily ride tickets are also available in booklets of 10 at a cost of $5 per ride.Figure 6shows the current school bus stop locations as of the 2021-2022 school year.

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Figure 6 Michael’s School Bus Stop Locations

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Carpooling
To support formation of carpools, the school provides a ride matching service for parents.HeadRoyce families who are interested in connecting with other families to create carpools can access a detailedmap of the home locations of all school families on the access-restricted Parent Portal. To encourage carpooling, Head-Royce makes preferential parking spaces available to staff or students who drive a carpool of 3 or more students/staff.

Walking and Bicycling
To promote walking and biking, Head-Royce offers physical education credits for students who walk or bike to school. Head-Royce also provides on-campus bicycle-parking racks and allows for pedestrian and bicyclist access through the Whittle Avenue gate by request to shorten the commute to school.

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4 Communication, Enforcement, &
Reporting
Head-Royce School has established the following communication, enforcement, and reporting mechanisms and protocols in order to:
 Institutionalize and monitor good neighbor parking and driving practices.  Instill a culture of safe and courteous driving behavior in all campus affiliates.  Raise consciousness of the entire school community regarding the importance of the school’s transportation policies and protocols.
 Ensure that the rules and consequences are clearly communicated.  Understand the effectiveness of current policies and programs, including when changes are needed.

Communication
Big 10 Driving Rules
To minimize the traffic impacts of the school on the surrounding neighborhood and maintain a smooth and efficient pick-up and drop-off process, Head-Royce has established a list of ten driving rules which parents are expected to observe.

1. Observe the traffic laws in our school zone.

2. Respect the traffic monitors.

3. Do not drop-off or pick-up anywhere except the internal perimeter driveway.

4. Remain in your vehicle during drop-off and pick-up on the internal loop road on the south campus.

5. Do not make u-turns on Lincoln Ave., Alida St., Burlington St., Laguna Way or in the culde-sacs.

6. Do not use private driveways for turns, parking, waiting, or drop-off andpick-up.

7. Do not double park to drop-off or pick-up.

8. Do not use Whittle Ave., Charleston St., or Linnet St., to drop-off or pick-up.

9. Know the dangers of loading and unloading the trunk during peak times.

10. Jayhawks don’t jaywalk!
To ensure that parents are aware of their importance, the Big 10 Driving Rules are:
 Included as a condition of the enrollment and employment contract.  Mailed to parents at the start of every school year.
 Presented as part of Back-to-School Night.
 Posted outside the Lincoln Avenue entrance during drop-off and pick-up.  Posted at the main gate.

Transportation Policy Guide
As referenced in previous sections, Head-Royce compiles theparking and transportation policies described in this TDM program into its Transportation Policy Guide (TPG). A revised TPGis included as Appendix B of this report. The TPGwill be sentto each family and staff member and is published on the school website.

SOUTH CAMPUS ACCESS AND TDM PLAN
Head-Royce School
Nelson\Nygaard Consulting Associates, Inc. | 20
The school requires a signed acknowledgement of receipt of the TPGfrom all families every year and substantial compliance with the TPGis a condition of employment and enrollment at HeadRoyce. The school enforces compliance with the TPGwith progressive discipline which may lead to dismissal of faculty or students who refuse to comply.

Enforcement of the Driving Rules
Reporting Procedures and License Plate Database
Head-Royce collects and maintains a database of license plate numbers from all Head-Royce affiliates who may use a car to access campus – parents, faculty, and 11th and 12th grade students.

When a violation is reported, the school verifiesthat the violator is affiliated with the school. If the violator’s license plate number is in the database, the Director of Community Relations records the violation in an on-going log that notes date, time, violation, license plate number, name of violator, and who reported it (this database covers 2012 to present). Appropriate followup steps are taken according to the number of violations that driver has incurred, as described below.

Head-Royce has two primary avenues for learning of violations:

1. All violations observed by the traffic monitors are reported to the Director of Community Relations. Each time that a Traffic Monitor observes a violation, the monitor records the license plate number of the violator’s car and submits it at the end of each shift.

2. Neighbors are also encouraged to report violations to the school. Violations may be reported by e-mail, phone, or in person. To assist in routine reporting of neighborhood concerns, the School has established a hotline, where neighbors can report violations by phone or by email and will receive a response from the Director of Community Relations or a designed Compliance Manager within two working days.

Violation Consequences
In the event of a traffic violation by a Head-Royce affiliate, the following progressive steps are taken:
 1st violation
− Action: If positively identified as being part of the Head Royce community, Director of Community Relations sends a letter to the employee/family within three daysof the date of the violation. The letter denotes the violation, details the steps if another violation occurs and also includes the Big 10 Driving Rules and an explanation of the process.
 2nd violation
− Action: If there is a 2nd violation, employee/family is required to meet with their child’s Division Head within two weeks of the date of the violation. Division Head reviews the Big 10 Driving Rules with the employee/family and reinforces that following the rules is a condition of the enrollment and employment contract.  3rd violation
− Action: If there is a 3rd violation, the family is required to meet with the Head of School to discuss potential consequences including revocation of drive-to-school

SOUTH CAMPUS ACCESS AND TDM PLAN
Head-Royce School
Nelson\Nygaard Consulting Associates, Inc. | 21
privileges for student drivers and/or non-renewal of employment or enrollment contract.
 4th violation
Action: If the family and the Head of School cannot resolve recurring violations, the student’s enrollment agreement and/or an employee’s employment agreement will be withheld.

Policy Involvement in Traffic Safety Matters
To ensure that traffic safety is part of the Head-Royce Board of Trustees oversight, the school has taken the following steps:
 Added traffic safety to the responsibilities of the Facilities Committee (a Board-level committee)
 Added traffic safety and neighborhood relations to the Board of Trustee’s review of the Head of School’s performance
This ensures that traffic and parking issues receive appropriate attention by the Board of Trustees.

Annual Compliance Reporting
Head-Royce makes decisions about the need for increased monitoring based on observations about traffic operations (e.g. assessment of queue lengths, U-turns or other driving behavior), consultation with traffic engineers, neighbor complaints, and attendance expectations for special events.

In addition to the monitoring of the queues on Lincoln Avenue as described in Section 1, annually, during the third to fifth week of the school year, Head-Royce hires an independent traffic firm to conduct an independent review to verify compliance by doing the following:
 Count the number of monitors present during drop-off and pick-up periods.  Observe the drop-off and pick-up traffic flow to ensure smooth operations.  Review the length of the queue and check if it extends above the upper driveway.  Collect the number of violations that have been reported from Head-Royce’s database and track how they have been addressed.
 Record parking occupancy in all Head-Royce parking lots.  Monitor Whittle Avenue to ensure it is not being use for parking.

This information is beingprovided in a report to the City and is made publicly available to the Neighborhood Committee and the School’s website.

If results of the monitoring show failure to comply with the policies of this Plan, including the Transportation PolicyGuide, the independent traffic firm would recommend protocols for regaining compliance including but not limited to the following possible measures:
• More traffic monitors and more frequent independent monitoring. • Staggered morning drop-off and afternoon pick-up times.  Stagger the after-schoolbus pick-up times so that buses are loaded and leave prior to the start of pickup.

SOUTH CAMPUS ACCESS AND TDM PLAN
Head-Royce School
Nelson\Nygaard Consulting Associates, Inc. | 22
 Increase public and private bus ridership beyond the amount already in effect at the time compliance review.
 Use off-site parking as a staging area to meter the flow and volume of morning or afternoon traffic to reduce queues on Lincoln Avenue.
 Institute a program to charge parents for curbside access as a means of discouraging auto arrivals.
• Implement other measures as approved the City’s Bureau of Planning, Transportation Services and Oakland Safety Division.

Appendix A:

Existing Transportation Policy Guide
Transportation Policy Guide
overview & objectives
bus options
carpooling/walking/biking
the loop
navigating the queue
queue overview
queue: going downhill
queue: going uphill
pick-up & drop-o procedures
staging area
special events/consequences
big 10 driving rules
2 3
4 5
6 7
8 9
10 11
12 13
overview & objectives
Head-Royce School is located in a residential neighborhood. This Transportation Policy Guide (TPG) outlines procedures intended to mitigate the impact of the School on our neighbors' quality of life. Everyone who drives to campus must follow these guidelines about parking, pick-up, and drop-o procedures. We aim to:

We ask that all members of the HRS community demonstrate responsible and thoughtful citizenship by following the trac and parking rules outlined in this guide.

Create a safe and e
cient transportation program
Clearly communicate the School’s expectations for
those who drive to School
Minimize on-street parking
Encourage students to take the bus or carpool
2 Head-Royce
Transportation Guide
bus options
AC Transit operates three dedicated school bus routes (604, 605 & 606), as well as a nondedicated bus route (39) that runs all day to connect Head-Royce to the Fruitvale BART station and Skyline High School. Head-Royce has contracted with Michael’s Transportation to provide five subsidized school buses to supplement the AC Transit service. For detailed accurate route descriptions, visit AC Transit: actransit.org and Michael’s: headroyce.org/transportation
MICHAEL’S TRANSPORTATION
Sign up forms are available on the Head-Royce website:
headroyce.org/transportation.
3 Head-Royce
Transportation Guide
The School has contracted with Michael’s Transportation to operate five bus routes serving: Contra Costa, Local/Danville, Berkeley/El Cerrito, Southern Alameda County, and Alameda/Glenview.

Yearly rate is $500 per family.

Daily ride tickets are also available in booklets of 10 at a cost of $5 per ride. These are available for purchase at the Head-Royce gatehouse.

AC TRANSIT CLIPPER YOUTH CARDS
Students can also ride AC Transit without a pass by paying $1.10 per ride.

The AC Transit 31-Day Youth bus pass is $30/month for unlimited local rides.

There is a one-time process to create a personalized AC Transit Youth pass that includes your student’s photo. For more details on how to obtain a youth bus pass, visit actransit.org.

Once established, it is easy to reload your student’s Clipper Card online with a credit card.
carpooling/walking/biking
4 Head-Royce
Transportation Guide
Carpooling is encouraged for families not served by buses.

The School provides preferential parking for student and faculty carpools in the Upper Lot.

Head-Royce families interested in connecting with other families for carpooling can access a detailed map of all school families on the Parent Portal.

Upper School student drivers interested in carpooling with fellow HRS students must complete a carpooling agreement and return it to the Upper School o ce.

HRS has a capooling map available for parents of HRS. To access, login to the portal and click the link to the Carpool Google Map.

CARPOOLING
The Whittle Avenue gate provides a less hilly route than Lincoln Avenue for students who live nearby to walk or bike to school.

Students who bike or walk may obtain a cardkey from the business o ce to enter the back
gate. No student may ever exit a car and enter the back gate.

The School oers Physical Education Optional Credit for students who walk or bike to school.

For details on PE credits, please contact Director of Middle School Athletics Donna Hagans ([email protected]).

BIKING/WALKING
the loop
Downhill (west bound)
To return up Lincoln Avenue
towards highway 13, you must
turn left on Alida St., right on
Laguna St., right on Potomac
St., and then right on Lincoln
Avenue to head uphill (east).

To change direction on Lincoln Avenue you must use the loop. You may not make U-turns on Lincoln Avenue or surrounding surface streets.

Your enrollment contract requires that you follow this tra c route. You will see monitors
located along the loop citing infractions and reporting them back to the School.

Be aware that the loop takes about 3-5 minutes to drive through.

Uphill (east bound)
To return down Lincoln Avenue
towards 580, you must turn right
on Maiden Lane, left on
Monterey Blvd., then left on
Lincoln Avenue (east).

HRS
Start
here
Start
here
5 MORNING DROP-OFF

AFTERNOON PICK-UP
navigating the queue
Dismissal gives preference to students riding buses. Buses depart promptly at 3:30 p.m.

Cars pickup only on the westbound (downhill) side after the buses depart. Please see the detailed instructions on queuing on page 8. You may not have your student walk to your waiting car anywhere below the School’s main gate.

If the queue has reached the School driveway, a monitor will direct you into our staging area at the Mormon Temple parking lot located at Lincoln Avenue and Monterey. A tra
c monitor will be in the lot to let you know when space becomes available in the queue.

Do not allow your car to block tra
c in the travel lane while waiting to enter the queue.

Yield by pulling over to the right for emergency vehicles.

Do not allow any part of your car to protrude into tra
c.

Don’t pull in until there is a full car length to do so. If there is insu cient room in the
queue, you must go through the loop.

Pull as far forward as possible. Once stopped, kids must immediately exit your vehicle.

There is no need to get to the front of the queue.

Children must exit on the sidewalk side, not the street.

Keep backpacks, instruments, and other items where the kids can reach them inside the car.

Do not retrieve backpacks from a trunk while in the queue.

You may park legally and walk your student to the School.

You may not drop o a student of any age anywhere below the main gate to campus.

Yield by pulling over to the right for emergency vehicles.

Head-Royce
Transportation Guide 6
queue overview
7 HRS Drop-off Zone
Queuing Line
The Loop
Traffic Lights
Queue Reminders
The queue starts on the
north side of the road.

The queue ends just below
the School’s driveway by the
outdoor courts.
the loop: going downhill (west)
8 HRS
South
Campus
Bus Waiting Area
Vehicle Path In (solid)
Drop-off Area
Legend
Vehicle Path Out (dotted)
the loop: going uphill (east)
9 HRS
Bus Waiting Area
Vehicle Path In (solid)
Drop-off Area
Legend
South
Campus
Vehicle Path Out (dotted)
9 Head-Royce
Transportation Guide
pick-up & drop-off procedures
Free care is available beginning at 7:30 a.m. Students benefit from socializing and playing before the school day begins.

If your student has an appointment right after school, arrive early, park legally, and walk to the School to meet your child.

Afternoon pick-up is faster if you arrive later or use the Staging Area (next page).

For the fastest afternoon pick-up, come down Lincoln at 3:40 p.m. for lower and middle school students. You will avoid congestion and hassle and will be able to pick up your student quickly.

Head-Royce 10 Transportation Guide

QUICK AND EASY TIPS
staging area
11 Head-Royce has secured the Mormon Temple overflow parking lot for use by cars arriving after the Lincoln Avenue queue is full.

Cars should not queue above the school driveway. If the queue is full, a school safety monitor will notify drivers with a sign at the corner of Monterey and Lincoln, adjacent to the Staging Area.

Drivers will be instructed to park in a single-file line in the Staging Area and will be sent to the queue when space is available by a school safety monitor. Please follow the directions of the safety monitor.

If you arrive to the queue and it is full, please drive the “Loop” and return to the Staging Area.

The Mormon Temple kindly requests that our community not smoke or drink coee or tea while waiting in their lot.

In the afternoon, this is the place where you can wait if you arrive early for pick-up or when the queue is full.

Mormon
Temple
Lincoln Blvd.
special events parking
parking consequences
The School often arranges for use of nearby surface lots for special event overflow parking. Check your invitation or the schoolwide calendar. Please fill these lots when they are available.

If you are attending an event outside of school hours, please check first for space in the upper parking lot on campus located at the light, uphill from the gatehouse entrance to the School.

Once the lots are full, please park up Lincoln Avenue above the light at the gatehouse to minimize our impact on neighbors. Obey all “No Event Parking” signs.

Use courtesy as you arrive and leave an event to avoid disturbing our neighbors.

First oense: You will receive a citation in the mail.

Second oense: You will be required to meet with your student’s division head.

Third oense: You will be required to meet with the Head of School.

Fourth oense: If the family and the Head of School cannot resolve recurring violations, the student’s enrollment agreement and/or an employee’s employment agreement will be withheld.

The School places trained safety monitors throughout the neighborhood to report violations. Violations will be treated as follows:
12 Head-Royce
Transportation Guide
BIG10DRIVING RULES
Our driving rules are in effect 24/7, 365.
1 Observe the tra
c laws i n our school zone.
6 7
8 9
10 4
Do not dropo or pickup below the Gatehouse on
Lincoln Avenue
Remain in your vehicle during dropo and pickup
on Lincoln Avenue
5 Do not make Uturns on Lincoln, Alida, Burlington, Laguna, or in the culdesac.

Do not use private driveways for turns, parking, waiting or pickup or dropo.

Do not double park to drop o or pickup.

Do not use Whittle Avenue to drop o or pickup.

Know the dangers of loading and unloading the trunk
during peak times.

Jayhawks don’t jaywalk !
3 Respect the tra
c monitors . 2
13 Head-Royce
Transportation Guide
Appendix B:

Proposed Transportation Policy Guide
Proposed Transportation Policy Guide
overview & objectives
bus options
carpooling,walking, & biking
navigating the queue on the south campus
bus loading and unloading
internal loop driveway
pick-up & drop-off procedures
staging area
special events/consequences
big 10 driving rules
2 3
4 7
8 9
10 11
12 5
overview & objectives
Head-Royce School is located in a residential neighborhood. This Transportation Policy Guide (TPG) outlines procedures intended to mitigate the impact of the School on our neighbors' quality of life.

Everyone who drives to campus must follow these guidelines on parking, pick-up, and drop-off procedures. We aim to:

We ask that all members of the HRS community demonstrate responsible and thoughtful citizenship by following the traffic and parking rules outlined in this guide.

Create a safe and efficient transportation program
Clearly communicate the School’s expectations for
those who drive to School
Minimize on-street parking
Encourage students to take the bus or carpool
Head-Royce Transportation Policy Guide 2
bus options
AC Transit operates three dedicated school bus routes (604, 605, & 606), as well as a non-dedicated bus route (39) that runs all day to connect Head-Royce to the Fruitvale BART station and Skyline High School.

Head-Royce has contracted with Michael’s Transportation to provide five subsidized school buses to supplement the AC Transit service. For detailed and accurate route descriptions, visit AC Transit:
actransit.org and Michael’s: headroyce.org/transportation MICHAEL’S TRANSPORTATION
The School has contracted with Michael’s Transportation to operate five bus routes serving: Contra Costa, Local/Danville, Berkeley/El Cerrito, Southern Alameda County, and Alameda/Glenview.

Yearly rate is $600 for one rider, $750 for two riders, and $900 for three or more riders.

Daily ride tickets are also available in booklets of 10 at a cost of $40.

Single ride tickets are available for $5, and may be purchased from Mary Fahey in the Admissions Office.

AC TRANSIT CLIPPER YOUTH CARDS
The AC Transit 31-Day Youth bus pass is $30/month for unlimited local rides. There is a one-time process to create a personalized AC Transit Youth pass that includes your student’s photo. For more details on how to obtain a youth bus pass, visit actransit.org.

Once established, it is easy to reload your student’s Clipper Card online with a credit card.

Students may also ride AC Transit without a pass by paying $1.25 with cash per ride.

Head-Royce Transportation Policy Guide 3
carpooling, walking, & biking

CARPOOLING
• Carpooling is encouraged for families not served by buses. • Head-Royce parents interested in connecting with other families for carpooling may access a detailed map on HRSConnect.
• The School provides preferential parking for student and faculty carpools in the Upper Lot.
• Upper School student drivers interested in carpooling with fellow HRS students must complete a carpooling agreement and return it to the Upper School office.

WALKING & BIKING
• The Whittle Avenue gate provides a less hilly route than Lincoln Avenue for students who live nearby and walk or bike to school. • Students who bike or walk may obtain a card-key from the business office to enter the back gate. No student may ever exit a car and enter the back gate. • The School offers Physical Education Optional Credit for students who walk or bike to school.
• For details on PE credits, please contact Physical Education Chair John Miottel.

Head-Royce Transportation Policy Guide 4
navigating the queue on the
south campus

MORNING DROP-OFF
• Drop offs from private vehicles must occur on the internal loop driveway on South Campus. Only buses may drop off students on Lincoln Avenue. • You may not drop your student off anywhere on Lincoln Avenue, regardless of their age. You must use the internal loop driveway.
• When approaching the internal loop driveway heading west (downhill), use left turn pocket; obey traffic signals.
• When approaching the internal loop driveway heading east (uphill): turn right into loop driveway from the travel lane. Do not block buses. • Middle and Upper School drop-off zone: Drop students off near Building 9 in the round drop-off zone, shown on page 8.
• Lower School drop-off zone: Drop students off near Building 2 in the oval drop-off zone, shown on page 8.
• In each drop-off zone, pull as far forward as possible. Once stopped, kids must immediately exit your vehicle. There is no need to wait to get to the front of the queue.
• Keep backpacks, instruments, and other items where kids can reach them inside the car.
• Do not retrieve backpacks from a trunk while in the queue. • You may park legally and walk your student to the School. • Yield by pulling over for emergency vehicles.

Head-Royce Transportation Policy Guide 5
navigating the queue on the
south campus

AFTERNOON PICK-UP
• Dismissal gives preference to students riding buses. Buses depart promptly at 3:30 pm.
• Cars may pick up students only on the internal loop driveway. Please see details on page 8. You may not pick up your Student anywhere on Lincoln Avenue or other neighborhood streets.
• If the queue extends the full length of the internal loop driveway on the South Campus, a monitor will direct you to our Staging Area at The Church of Jesus Christ of Latter-Day Saints parking lot located at Lincoln Avenue and Monterey. A traffic monitor will be in the lot to let you know when space becomes available in the queue.
• Do not allow your car to block traffic in the travel lane when waiting to enter the queue.
• Yield by pulling over for emergency vehicles.

Head-Royce Transportation Policy Guide 6
bus loading and unloading
HRS
South
Campus
Legend
Bus Area
Head-Royce Transportation Policy Guide 7
internal loop driveway
Head-Royce Transportation Policy Guide 8
pick-up & drop-off procedures
• Free care is available starting at 7:30 a.m. Students benefit from socializing and playing before the school day begins. • If your student has an appointment right after school, arrive early and park in the designated east or west drop-off and pick-up areas.
• Afternoon pick-up is faster if you arrive later or use the Staging Area (see page 10).
• For the fastest afternoon pick-up, drive down Lincoln at 3:40 p.m. to enter internal loop driveway. You'll be able to avoid the congestion and pick up your student in a
quick, hassle-free way.

QUICK AND EASY TIPS
Head-Royce Transportation Policy Guide 9
staging area
Head-Royce has secured The Church of Jesus Christ of Latter-Day Saints overflow parking lot for use by cars arriving after the Lincoln Avenue queue is full.

Cars should not queue beyond the South Campus loop driveway. If the queue is full, a school safety monitor will notify drivers with a sign at the corner of Monterey and Lincoln, adjacent to the Staging Area.

If you arrive to the queue and it is full, please drive down to MacArthur, turn around, and return to the Staging Area. You may also stop at the Staging Area first to get information about the queue before driving down Lincoln Avenue.

The Church of Jesus Christ of Latter-Day Saints kindly requests that our community refrains from smoking or drinking coffee or tea while waiting in their lot.

In the afternoon, this is the Staging Area where you
may wait for pick-upwhen the queue is full:

The Church
of Jesus Christ
of Latter-Day
Saints
Lincoln Blvd.

Head-Royce Transportation Policy Guide 10
special events parking
The School often arranges for use of nearby surface lots for special event overflow parking. Check your invitation or the school-wide calendar. Please fill these lots when they are available.

If you are attending an event outside of school hours, please check first for space in the upper parking lot on campus located at the light, uphill from the Gatehouse entrance to the School.

Once the lots are full, please park on Lincoln Avenue above the light at the Gatehouse to minimize our impact on neighbors. Obey all “No Event Parking” signs.

Use courtesy as you arrive and depart an event to avoid disturbing our neighbors.
parking consequences
The School places trained safety monitors throughout
the neighborhood to report violations. All violations will be treated as follows:
• First offense: You will receive a citation in the mail. • Second offense: You will be required to meet with your student’s division head.
• Third offense: You will be required to meet with the Head of School. • Fourth offense: If the family and the Head of School cannot resolve recurring violations, the student’s enrollment agreement and/or an employee’s employment agreement will be withheld.

Head-Royce Transportation Policy Guide 11
BIG10DRIVING RULES
1 6
7 8
9 10
4 5
3 Our driving rules are in effect 24/7, 365.

Observe the traffic laws i n our school zone.

Respect the traffic monitors .

Do not drop off or pick up on Lincoln Avenue. Use the
internal loop driveway.

Remain in your vehicle during drop-off and pick-up on
the internal loop driveway.

Do not make U-turns on Lincoln, Alida, Burlington,
Laguna, or in the cul-de-sac.

Do not use private driveways for turns, parking, waiting, or pick-up or drop-off.

Do not double park to drop off or pickup.

Do not use Whittle Avenue to drop off or pickup.

Know the dangers of loading and unloading the trunk
during peak times.

Jayhawks don’t jaywalk !
2 Head-Royce Transportation Policy Guide 12

Oakland City CouncilSeptember 19, 2023

Oakland City Council
September 19, 2023