071823 CED Appeal of Minor Site Plan Approval ZA Memorandum April 6, 2023 — City Council - Successor Agency

MEMORANDUM

COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT

To:

From:

Subject:

Hearing Date:

Sunayana Thomas, Zoning Administrator

Edgardo Caldera, Senior Planner

245 North State College Boulevard
Minor Site Plan Review (ZON-2021-0041)

April 6, 2023

Request / Authorization / Purpose
The applicant, Kara Block of DFH Architects, is requesting a Minor Site Plan to redevelop a 0.71-acre site with 25 residential townhomes over one level of subterranean garage parking, located at 245 North State College Boulevard. A Minor Site Plan Review is required pursuant to Fullerton Municipal Code (FMC) Section 15.47.020.2 , which states that new construction, rehabilitation which alters the street facing elevation, or expansion of more than 50 percent of the existing square footage in a residential zone be reviewed via the Minor Site Plan process. A Minor Site Plan includes review of the proposed architecture and overall site design and development standards for the zone. FMC Chapter 15.47 outlines the intent and purpose, as well as the requirements for procedure and the design review criteria. The purpose of the Minor Site Plan Review is to ensure tha t new development is compatible with the surrounding properties and meets the Design Criteria specified in Section 15.47.060.

Recommendation
Staff recommends that the Zoning Administrator approve Minor Site Plan application ZON -2021-0041 subject to the conditions identified in Draft Resolution ZA-2023-02 (Attachment 1).

Background
The subject property is located on the east side of
State College Boulevard, approximately 100 feet
north of Revere Avenue ( see map inset ). The
property is zoned R-G, Garden-Type Multi-Family
Residential and has a General Plan Land Use
Designation of Low/Medium Density Residential.

The Project site is currently developed with two
single‐story residential structures and one
accessory structure. Access to the property is
from State College Boulevard. The Project site is
abutted to the west and south by single- family
residential properties, to the north by a
commercial restaurant/parking lot, and to the east
by State College Boulevard.

Project Description/Analysis

Site Plan
The proposed Project involves construction of 25
two‐story for rent townhomes , over one level of
subterranean garage parking. The proposed residences consist of four 3‐bedroom units, eight 3‐bedroom plus private roof deck units, and thirteen 2‐bedroom units, all with private outdoor terraces.

Property Boundary

ZON-2021-0041
245 North State College Boulevard
Minor Site Plan

Page 2 ends

The Project utilizes the state-allowed density bonus, per CA Government Code 65915 – 65918 and FMC

15.17.120, and includes 15 percent of the total units (i.e., three units) reserved as deed-restricted rentals to very-low-income households. A Regulatory Agreement and Declaration of Covenants and Restrictions (Affordable Housing Agreement) with the City will govern the provision of the unit s consistent with the terms established in state law. Additionally, the units are eligible for development concession(s) when affordable housing is included pursuant to the aforementioned code sections . The Project is therefore entitled to three concessions with respect to development standards as well as the application of the affordable housing parking rates, identified in the following comparison table.

* Per CA Gov Code 65915, 37.5 spaces (rounded up to 38) are required for this development. In addition, state law doesn’t require guest spaces be provided.

Architecture
The proposed architectural design of the buildings is contemporary with Modern Barn Style design elements including minimalist gable roofs with varying slopes , no eaves, and finished in Santa Barbara smooth trowel plaster or stained cedar vertical wood siding. All building windows would be finished with dark brown mullions and frames, and the roofs would be finished with gray asphalt shingle to tie into the overall contemporary color scheme. The building orientation and articulation would reduce massing and create a streetscape of interest along State College Boulevard. The proposed building frontage would utilize landscaping to provide visual interest for pedestrians and paved walkways for pedestrian access from the public State College Boulevard.

Landscaping
The proposed P roject would provide common space, which would include landscaping throughout, an open deck on the second level above the garage entry, and an open terrace at the rear of the property between the buildings. Both areas would include outdoor seating with built-in barbeque areas. Each unit is also provided with private open space in the form of a terrace. In addition to a terrace, eight units include Development
Standard Required Proposed Consistent
Setbacks

Front: 15 feet
Sides: 7 feet
Rear: 7 feet

20-23 feet
10 feet 4 inches to 11 feet
9 to 10 feet 2 inches
Yes
Window-to-Window
Separation
16-22.5 feet - varies by
story and type of room 10 feet Yes, with concession
Height Two stories, 30 feet 31 feet Yes, with concession Common Open Space 22,400 square feet

10,987 square feet

Yes, with concession
Private Open Space 2,500 square feet -
100 square feet per unit

7,065 square feet
100+ square feet for every unit

Yes

Parking* 38 parking spaces
56 total parking spaces
50 spaces for residents
6 spaces for guests
Yes
ZON-2021-0041
245 North State College Boulevard
Minor Site Plan

Page 3 ends

private roof decks . Landscaping would include trees, shrubs, and ground cover including along the frontage of State College Boulevard. Tree species would include O live (fruiting and fruitless varieties), Dragon Tree, Bay Laurel, Fern Pine, African Sumac, Water Gum, and Hybrid Strawberry Tree.

As detailed in the findings contained in Resolution No. ZA -2023-02, the Project as proposed and conditioned complies with the relevant development standards and design criteria specified, and the proposed use is permitted by right in the zone.

CEQA
This proposed State College Townhomes project (Project) qualifies for a Categorical Exemption under Section 15332 - In-Fill Development Projects (Class 32) of the California Environmental Quality Act (CEQA) Guidelines. This Class 32 Exemption consists of environmentally benign infill projects that are consistent with the General Plan and Zoning designations and requirements. This class of projects is characterized as in-fill development meeting the following conditions:

a. The Project is consistent with the applicable G eneral Plan designation and all applicable General Plan policies as well as with applicable zoning designation and regulations. b. The proposed development occurs within C ity limits on a P roject site of no more than five acres substantially surrounded by urban uses.
c. The Project site has no value as habitat for endangered, rare, or threatened species. d. Approval of the Project would not result in any significant effects relating to traffic, noise, air quality, or water quality.
e. The site can be adequately served by all required utilities and public services.

As outlined in the Substantial Evidence for Notice of Exemption Memorandum, included as Attachment 3, the Project is consistent with the required conditions for a Class 32 exemption and the P roject would not have a significant effect on the environment due to unusual circumstances . Neither the Project site, nor the proposed Project, has any features or characteristics that would distinguish it from other in-fill projects in an urban environment; therefore, there are no unusual circumstances.

Attachments

1. Draft Resolution ZA-2023-02

2. Plans

3. Memorandum - Substantial Evidence for Notice of Exemption

Date:

Scale:

By:

Project No:

Page No:

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COVER SHEET
Author
09/14/20
2008
T-0.0 .
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
245 STATE COLLEGE TOWNHOMES
245 N. STATE COLLEGE BLVD.

FULLERTON CA, 92831

MINOR SITE PLAN REVIEW
MARCH 16,2022
Date:

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Project No:

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RENDERING
Author
10/06/18
2008
T-0.01
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
MARCH 16,2022
SYMBOL
( )

DESCRIPTION

EXISTING CONDITION

NEW OR REQUIRED POINT

ELEVATION LOCATION

EXISTING POINT ELEVATION

LOCATION

EXISTING CONTOUR LINE

NEW CONTOUR LINE

MATCH LINE, SHADED PORTION SIDE SHOWN

LEVEL LINE, CONTROL POINT OR DATUM

PROPERTY LINE, BOUNDARY LINES

CENTER LINE, EXTERIOR ELEVATION LINES
OUTLINE OF OBJECTS ABOVE, FIXTURES N.I.C.

OUTLINE OF HIDDEN OBJECTS BELOW

EXISTING CONSTRUCTION TO BE REMOVED

BUILDING SECTION

REFERENCE DRAWING NUMBER

DETAIL NUMBER

REFERENCE DRAWING NUMBER

WALL SECTION OR ELEVATION NUMBER

REFERENCE DRAWING NUMBER

DOOR NUMBER

WALL REFERENCE

WINDOW NUMBER

MATERIAL REFERENCE

COLOR REFERENCE

EQUIPMENT NUMBER

REVISION

PROJECT NORTH
(MAGNETIC NORTH ARROW ON PLOT SITE

PLAN ONLY)

REFERENCE GRIDS
268
320
A
EW9
N
12 A-1
1 SIM
1 0
0 (+461.0')
T.O.P.
+461.0'
T.O.P.

A
A
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By:

Project No:

Page No:

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application
10/29/2021 2:55:45 PM
12" = 1'-0"

PROJECT DATA -
ZONING
Author
10/03/18
2008
T-1.01
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021

PROJECT DIRECTORY PROJECT SUMMARY

OPEN SPACE

DENSITY

REQUIRED YARD SETBACKS

SHEET INDEX

VICINITY MAP

LOCATION MAP
OWNER:

ARCHITECT:

LANDSCAPE ARCHITECT:

PROJECT
SITE
245 N STATE COLLEGE BLVD
FULLERTON, CA 92831
(PER FMC TABLE 15.17.070.E)
1ST FLOOR RESIDENT
FRONT = (EAST) = 15'-0"
SIDE (NORTH - LIVING/FAMILY ROOM) = 7'-0'
SIDE (SOUTH - LIVING/FAMILY ROOM) = 7'-0"
REAR (WEST - LIVING/FAMILY ROOM) = 7'-0"
2ND FLOOR RESIDENTIAL
FRONT = (EAST) = 15'-0"
SIDE (NORTH - BEDROOM/KITCHEN) = 9'-0'
SIDE (SOUTH - BEDROOM/KITCHEN) = 9'-0"
REAR (WEST - BEDROOM/KITCHEN) = 9'-0"
DFH Architects, LLP
1544 20th St
Santa Monica, CA 90404
(310)394-4045
Attn: Kara Block

PARKING CALCULATIONS
ALLOWABLE DENSITY:

LOT AREA: = 30,947 SF
LOT COVERAGE: R-G ZONE 60% MAXIMUM LOT COVERAGE ALLOWED .6 X 30,947 SF = 18,568 SF ALLOWABLE DENSITY = 1/1,600 SF PER DWELLING UNIT W/ SUBTERRANEAN PARKING = 1,600 SF / 30,926 SF = 19 UNITS WITH SUBTERRANEAN PARKING 35% DENSITY BONUS INCREASE = 19 x 1.35 = 25.6 = 26 UNITS PROVIDED TOTAL LOT COVERAGE = 17,527 SF (56.6%) < 60% COVERAGE = COMPLIES PROVIDED DENSITY/UNIT MIX:
2 BEDROOM 13
3 BEDROOM 12
PROVIDED 25 UNITS (22 MARKET RATE + 3 VERY LOW INCO ME) 15% OF 19 UNITS DEDICATED TO VERY LOW INCOME
DENSITY BONUS (3) INCENTIVES :
1) INCREASE IN HEIGHT
2) REDUCTION IN OPEN SPACE REQUIREMENTS
3) REDUCTION IN REQUIRED SETBACKS (FRONT YARD AND WINDOW TO WINDOW SEPARATION).

BASE HEIGHT = 1 STORY / 20'-0"
DENSITY BONUS HEIGHT LIMIT = 2 STORIES / 31'-0"
ADDRESS: 245 N. STATE COLLEGE BLVD NOTE : THIS PROJE CT IS 100% PRIVATELY FUNDED FULLERTON, CA 92831
APN: 26906408
PROPOSED PROJECT: 2-STORY MULTI-FAMILY RESIDENTIAL TOWNHOMES OVER 1-LEVE L SUBTERRANEAN PARKING,
ZONING: R-G GARDEN-TYPE MULTIPLE RESIDENTIAL
HEIGHT LIMIT: 31'-0" / 2 STORIES
(20' / 1 STORY + DENSITY BONUS INCREASE 11' / 1 STORY = 31'-0" / 2 STORIES) OCCUPANCY CLASSIFICATION: R-2 RESIDENTIAL (SEC 310. 4)
S-2 PARKING GARAGE (SEC. 311.3)
CONSTRUCTION TYPE: TYPE V-A FOR ABOVE GRADE R-2 OCCUPANCY W/ NFPA-13 AUTOMATIC FIRE SPRINKLER SYSTEM AND A
STANDPIPE SYSTEM COMPLIANT WITH NFPA STANDARD 14.

TYPE I-A FOR SUBTERRANEAN GARAGE S-2 OCCUPANCY
W/ NFPA-13 AUTOMATIC FIRE SPRINKLER SYSTEMAND A
STANDPIPE SYSTEM COMPLIANT WITH NFPA STANDARD 14.

RESIDENTIAL PARKING SPACES REQUIRED PER DENSITY BONUS:

PARKING SPACES REQUIRED
2 SPACES PER 2-3 BEDROOM = 22 X 2 = 44 SPACES
5 SPACES PER VLI UNITS = 3 X .5 = 1.5 SPACES
TOTAL REQUIRED = 46 SPACES
RESIDENTIAL PARKING SPACES PROVIDED (ASSIGNED):

STANDARD = 49
ACCESSIBLE = 2% OF 56 = 2 ADA REQUIRED + 1 EV ADA VAN
COMPACT = 4
TOTAL PARKING PROVIDED = 56
GUEST PARKING PROVIDED = 6 SPACES
ELECTRIC VEHICLE:
10% OF REQ'D RESIDENTIAL STALLS = 10% (56) = 5.6 (6 STALLS)

BICYCLE PARKING REQUIRED/PROVIDED
PER CGBSC 5.106.4.1 BICYCLE PARKING
LONG TERM 56 X .05 = 2.8 = 3 REQUIRED BICYCL E PARKING SPACES (MIN 5% OF VEHICHLE PARKING)
SHORT TERM 0 X .05 = 0 (MIN (1) 2-BIKE RACK REQUIR ED PER CODE)

CODES AND AGENCIES
WATER PROOF W.P.

MEDICINE CABINET M/C
MANUFACTURER MFGR.

MECH.

MIN. MINIMUM

MECHANICAL
WELDED WIRE MESH W.W.M.

ASPHALTIC CONCRETE
PAVING

AIR CONDITIONING

ABOVE FINISH FLOOR

CONSTRUCTION

CONCRETE MASONRY
UNIT

CONCRETE BLOCK

FACE OF CONCRETE

HEATING,

VENTILATING &

AIR CONDITIONING

FACE OF MASONRY
CONTINUOUS CONT.

FACE OF STUD F.O.S.

HOLLOW CORE H.C.

H.V.A.C.

H.W.

MAX.

LT.

LAV.

INT.

HT.

HD.

HOT WATER

INTERIOR

LAVATORY

MAXIMUM
LIGHT
HEAD
HEIGHT
GALV.

GA.

GYP.

H.B.

GL.

FT.

FTG.

FP.

GAUGE

HOSE BIBB
GYPSUM

GALVANIZE
GLASS
FEET
GAS

FIREPLACE

FOOTING
EQUAL EQ.

EQIUP.

F.O.C.

EXIST.

F.O.M.

F.G.

FLR.

FIN.

F.F.

EXT.

FINISH GRADE
FINISH
FLOOR

EQUIPMENT

FINISH FLOOR

EXTERIOR

EXISTING
ELEC.

DTL.
(E)
ELEV.

DWG.

D.S.

DIA.

DN.

DIM.

DETAIL

ELEVATION

ELECTRIC

EXISTING

DRAWING

DOWN SPOUT

DIMENSION

DIAMETER
DOWN
BLOCKING BLKG.

C.M.U.

CONC.

CONST.

CONC. BLK.

COL.

BOT.

CLG.

CLR.

C.L.

COLUMN

CONCRETE
BOTTOM
CLEAR

CEILING

CENTER LINE
A.F.F.

ALUM.

BLDG.

A.D.

BD.

A.C.

A/C

AREA DRAIN

BUILDING
BOARD

ALUMINUM
RISER R.

STEEL STL.

TONGUE AND GROOVE

UNDERGROUND

UNLESS OTHERWISE
OTED

WROUGHT IRON

WATER HEATER

WHERE OCCURS

WATER CLOSET
U.O.N.

W.C.

W.H.

UNF.

W/O
W.O.

WD.

W.I.

W/
WOOD

WITHOUT

UNFINISHED
WITH
WATER
STR.

T & G
U.G.

TYP.

THK.

SUSP.

SUBFLR.

T.O.

THICK

TYPICAL
TOP OF

SUB-FLOOR

SUSPENDED
TREAD

STRUCTURAL

REFRIGERATOR

STAINLESS STEEL

STORM DRAIN

ROUGH OPENING
ROOM RM.

SIM.

SHT. MTL.

SHTG.

S.F.

S/S
R.O.

S.D.

S.C.

S.A.

SQUARE FEET

SHEATHING

SIMILAR

SHEET METAL

SOLID CORE

SUPPLY AIR
RAD.

REF.

REINF.

RECP.

REV.

REQ'D.

RF.

R.A.

R.D.

ROOF

REQUIRED

REVISION

REINFORCED

ROOF DRAIN

RETURN AIR
RADIUS

RECEPTACLE

PLANTING AREA

NOT TO SCALE

NOT IN CONTRACT
NEW

PROPERTY LINE

PRE-CAST CONCRETE
OPPOSITE OPP.

PLYWD.

PLMB.

P.L.

PT.

PR.

P.A.

P.P.

PL.

P.C.

PAIR.

PAINT

PLUMBING

PLYWOOD
PLATE

POWER POLE
N.I.C.

O.C.
(N)
N.T.S.

OPNG.

NO.

ON CENTER

OPENING
NUMBER
NORTH

ABBREVIATIONS

SYMBOLS LEGEND
E.V. ELECTRIC VEHICLE

UNLESS NOTED

OTHERWISE
U.N.O.

MTL. METAL
B.B. BREAD BOARD

ARCHITECTURE
Area Schedule (F.A.R.)
Level Area
1ST FLOOR / GROUND LEVEL 14457 SF
2ND FLOOR 14250 SF
28708 SF

OPEN SPACE REQUIRED
800 SF FOR EACH UNIT 2 BEDROOM = 13 x 800 = 10,400SF 1000 SF FOR EACH UNIT 3 BEDROOM = 12 x 1000 = 12,000SF
TOTAL REQUIRED OPEN SPACE = 22,400SF
COMMON AND OPEN TO SKY OPEN SPACE PROVIDED: 8,708 SF
PRIVATE OPEN SPACE : 7,223 SF
TOTAL OPEN SPACE PROVIDED = 15,930 SF (22,400 SF REQUIRED) REQUESTED OPEN SPACE REDUCTION = 29%
Sheet List
Sheet Number Sheet Name
A-1.03 FIRE MASTER PLAN
T-0.0 COVER SHEET
T-1.01 PROJECT DATA - ZONING
T-1.02 PROJECT DATA - BUILDING
T-1.03 SITE PHOTOS
T-1.04 ZONING F.A.R. PLANS AND CALCULATIONS
T-1.05 OPEN SPACE CALCULATIONS
T-1.06 BUILDING AREA DIAGRAM
A-1.01 SURVEY PLAN
A-1.02 PROPOSED SITE PLAN
A-2.01 BASEMENT LEVEL
A-2.02 1ST FLOOR / GROUND LEVEL
A-2.03 2ND FLOOR
A-2.04 ROOF LEVEL
A-3.01 BUILDING SECTIONS
A-4.01 EXTERIOR ELEVATION
A-4.02 EXTERIOR ELEVATION
A-3.02 BUILDING SECTIONS
A-4.03 EXTERIOR MATERIAL
A-5.02 TYPICAL UNIT PLANS
A-5.01 TYPICAL UNIT PLANS
A-10.3 EXTERIOR DETAILS
A-10.5 ROOF DETAILS
CIVIL
C01 TITLE SHEET
C02 GRADING PLAN
C03 UTILITY PLAN
C04 PRELIMINARY WATER QUALITY MANAGEMENT PLAN
C05 SECTIONS

LANDSCAPE
L.1.1 CONCEPTUAL LANDSCAPE PLAN
L.1.2 ROOFTOP CONCEPTUAL LANDSCAPE PLAN
L.2.1 CONCEPTUAL PLANTING PLAN
L.2.2 PLANTING PALETTE - TREES
L.2.3 PLANT PALETTE - SHRUBS
L.3.1 CONCEPTUAL LANDSCAPE WALL & FENCE PLAN
L.3.2 CONCEPTUAL LANDSCAPE WALL & FENCE ELEVATIONS
Geotech Development Corporation
324 N. Marie Ave
Fullerton, CA 92833
(714)726-7383
Attn: Konstantinos Kapogianis
Alex Koutzoukis
Landscape Architect
CA RLA #6327
(714)519-1027
Attn: Alex Koutzoukis
THIS PROJECT SHALL COMPLY WITH THE FOLLOWING:

FULERTON BUILDING CODES IN EFFECT, INCLUDING LOCAL
AMENDMENTS, AS OF JANUARY 1, 2020:
2019 CALIFORNIA BUILDING CODE (’19 CBC)
2019 CALIFORNIA PLUMBING CODE (’19 CPC)
2019 CALIFORNIA MECHANICAL CODE (’19 CMC)
2019 CALIFORNIA ELECTRICAL CODE (’19 CEC)
2019 CALIFORNIA RESIDENTIAL CODE (‘19 CRC)
2019 CALIFORNIA ENERGY CODE (’19 ENERGY)
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (‘19 GBSC) NFPA 13: 2016 STANDARDS FOR THE INSTALLATION OF SPRINKLER SYSTEM
NFPA 14: 2019 STANDARD FOR THE INSTALLATION OF STANDPIPE

AND HOSE SYSTEMS

ALL WORK SHALL COMPLY WITH THE FOLLOWING CITY OF
FULLERTON REGULATIONS, CODES AND AUTHORITIES:

A. BUILDING & SAFETY DEPT.

B. PLANNING & ZONING DEPT.

C. FIRE DEPT.

D. PUBLIC WORKS DEPT.

E. ENGINEERING DEPT.
(PER FMC TABLE 15.17.070.D)

REQUEST REDUCTION OF WINDOW-TO-WINDOW SEPARATION
SEE A-2.02 TO A-2.03 FOR PROPOSED ON SITE WINDOW-TO-
WINDOW SETBACKS OF 10'-0" TO 20'-0"
MARCH 16,2022

TYPE V-A
NEW

TYPE I-A
NEW

BASEMENT
1ST FLOOR
2ND FLOOR
ROOF
S-1 PARKING GARAGE
R-2 RESIDENTIAL
R-2 RESIDENTIAL

OCCUPANCY CONSTRUCTION TYPE

TYPE V-A WOOD FRAME

W/ FIRE RATED EXTERIOR WALL FRAMING

TYPE I-A CONCRETE, CMU, METAL FRAME

TYPE V-A WOOD FRAME

W/ FIRE RATED EXTERIOR WALL FRAMING

HEIGHT LIMIT
(242.87')

AVE NATURAL
GRADE (211.87')

GROUND TO ROOF
3 STORIES, 31'-0"
[3 HR SEPARATION]

ROOF DECK
LESS THAN 6'
Date:

Scale:

By:

Project No:

Page No:

OF
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application
10/29/2021 2:55:46 PM
1" = 10'-0"

PROJECT DATA -

BUILDING
Author
10/03/18
2008
T-1.02
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
CONSTRUCTION TYPE: TYPE I-A
STRUCTURAL FRAME: 3-HOUR TABLE 601
BEARING WALLS - EXTERIOR: 3-HOUR TABLE 601
BEARING WALLS - INTERIOR: 3-HOUR TABLE 601
NONBEARING WALLS, PARTITIONS - EXTERIOR: 1-HOUR (SEPARATION LESS THAN OR EQUAL TO 30 FEET) TABLE 602 NONBEARING WALLS, PARTITIONS - INTERIOR: NOT RATED OR 2-HOUR PER PLAN TABLE 602 FLOOR CONSTRUCTION: 2-HOUR TABLE 601

INCLUDING SUPPORTING

BEAMS AND JOISTS
ROOF CONSTRUCTION: 1 1/2-HOUR TABLE 601

INCLUDING SUPPORTING

BEAMS AND JOISTS
SHAFT ENCLOSURES: 2-HOUR (SEC. 713.4)
STAIRWAY CONSTRUCTION: 2-HOUR (SEC. 1023.2)
SEPARATION WALLS: 1-HOUR (SEC. 708.3) OR 2-HOUR PER PLA N FIRE WALLS: NOT REQUIRED
HORIZONTAL SEPARATIONS: 3-HOUR (SEC. 711.2.4)
CORRIDOR WALLS: N/A
AREA OF REFUGE: NOT REQUIRED
MAXIMUM AREA OF: SEE CBC TABLE 705.8

EXTERIOR OPENINGS
ELEVATOR LOBBY: 1-HOUR UNLESS ROLL-DOWN SMOKE FILM PART ITION IS PROVIDED CONSTRUCTION TYPE: TYPE V-A
STRUCTURAL FRAME: 1-HOUR TABLE 601
BEARING WALLS - EXTERIOR: 1-HOUR (WITH FIRE TREATED W OOD FRAMING) TABLE 601 BEARING WALLS - INTERIOR: 1-HOUR TABLE 601
NONBEARING WALLS, PARTITIONS - EXTERIOR: 1-HOUR (SEPARATION LESS THAN OR EQUAL TO 30 FEET) TABLE 602 NONBEARING WALLS, PARTITIONS - INTERIOR: NOT RATED TABLE 602 FLOOR CONSTRUCTION: 1-HOUR TABLE 601

INCLUDING SUPPORTING

BEAMS AND JOISTS
ROOF CONSTRUCTION: 1-HOUR TABLE 601

INCLUDING SUPPORTING

BEAMS AND JOISTS
SHAFT ENCLOSURES: 2-HOUR (SEC. 713.4)
STAIRWAY CONSTRUCTION: 2-HOUR (SEC. 1023.2)
SEPARATION WALLS: 1-HOUR (SEC. 708.3) OR 2-HOUR PER PLAN HORIZONTAL SEPARATIONS: 1-HOUR (SEC. 711.2.4)
CORRIDOR WALLS: 1-HOUR (TABLE 1020.1) OR 2-HOUR PER PLAN AREA OF REFUGE: NOT REQUIRED
MAXIMUM AREA OF: SEE CBC TABLE 705.8

EXTERIOR OPENINGS
ELEVATOR LOBBY: NOT REQUIRED

PROVIDE ROLL-DOWN SMOKE FILM PARTITIONS

FIRE RESISTIVE CONSTRUCTION REQUIREMENTS (HOURS) - TYPE I-AALLOWABLE BUILDING HEIGHT

ALLOWABLE BUILDING AREA

FIRE RESISTIVE CONSTRUCTION REQUIREMENTS (HOURS) - TYPE V-A

BUILDING CODE GROSS AREA BREAKDOWN
AREA DETERMINATION (TABLE 506.2- FOR R-2 OCCUPANCY ):

TYPE V-A (FLOORS 1- 2) - OCCUPANCY R-2 -

ALLOWABLE AREA PER BELOW
(SEE SHEET T-1.05 FOR DIAGRAMS)
506.2.3 SINGLE-OCCUPANCY, MULTISTORY BUILDINGS
Aa = {At + (NS x If)} x Sa
Aa = {36,000 SF + 36,000 X 0} x 2
Aa = 72,000 SF
(NO INDIVIDUAL STORY TO EXCEED 36,000 SF)
AREA, BUILDING. THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS (OR EXTERIOR WALLS AND FIRE WALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS. AREAS OF THE BUILDING

NOT PROVIDED WITH SURROUNDING WALLS SHALL BE INCLUDED IN THE BUILDING AREA IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR ABOVE.

BUILDING CONSTRUCTION DIAGRAM
TYPE I-A (GARAGE LEVEL ) - OCCUPANCY S-2
UNLIMITED AREA ALLOWED PER TABLE 506.2
(72,000 S.F. ALLOWABLE)
NOTE: SEE BUILDING AREA DIAGRAMS ON T-1.05
*Area Schedule (F.A.R.)
Level Area
1ST FLOOR / GROUND LEVEL 14457 SF
2ND FLOOR 14250 SF
TOTAL 28708 SF
CONSTRUCTION TYPE: TYPE I-A W/ AUTOMATIC SPRINKLER SY STEM - NFPA 13 (BASEMENT LEVEL )

TYPE V-A W/ AUTOMATIC SPRINKLER SYSTEM -
NFPA 13 (1ST - 2ND FLOOR)
OCCUPANCY CLASSIFICATION: S-2 PARKING GARAGE, STORAGE (SEC. 311.3) R-2 RESIDENTIAL DWELLING UNITS AND ACCESSORIES (SEC. 310.4) TYPE I-A - ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE:

TABLE 504.3, S-2 (S WITHOUT AREA INCREASE) = UNLIMITED
TYPE I-A ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE: DL TABLE 504.4, S-2 (S WITHOUT AREA INCREASE) = UNLIMITED
TYPE V-A ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE:

TABLE 504.3, R-2 (S WITHOUT AREA INCREASE) = 70 FEET
TYPE V-A ACTUAL BUILDING HEIGHT:
30'-6" MEASURED FROM AVERAGE GRADE PLANE ( 211.87' ) TO ROOF STRUCTURE (242.5') TYPE V-A ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE:

TABLE 504.4, R-2 (S WITHOUT AREA INCREASE) = 4 STORIES
TYPE V-A ACTUAL NUMBER OF STORIES:
3-STORIES ABOVE HORIZONTAL SEPARATION (ALLOWED PER SEC. 510.2) TOTAL BUILDING HEIGHT (TYPE V): 3-STORIES ABOVE AVERAGE GRADE PLANE 30'-6" (31' ALLOWED)

AVERAGE NATURAL GRADE
Residential Area (R-2) - Type V-A
Name Area
Building A 15954 SF
Building B 5895 SF
Building C 2376 SF
Building D 2376 SF
Building E 2376 SF
Building F 2376 SF
TOTAL 31353 SF
Residential Area (R-2) - Type V-A
Name Area
Building A 15954 SF
Building B 5895 SF
Building C 2376 SF
Building D 2376 SF
Building E 2376 SF
Building F 2376 SF
TOTAL 31353 SF
PARKING GARAGE (S-2) - Type I-A
Name Area
Garage 25950 SF
TOTAL 25950 SF
AVERAGE NATURAL GRADE* (SEE SHEET A-1.02):

NORTH: (212.01' + 212.34') / 2 = 212.175''
EAST: (212.34' + 211.30') / 2 = 212.82'
SOUTH: (210.84' + 211.30') / 2 = 211.07'
WEST: (210.84' + 212.01') / 2 = 211.425'
TOTAL: 847.49' / 4 =
211.87'
MARCH 16,2022
Date:

Scale:

By:

Project No:

Page No:

OF
-Preliminary review
application
10/29/2021 2:55:49 PM

SITE PHOTOS
Author
02/17/21
2008
T-1.03
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021

STATE COLLEGE BLVD VIEW LOOKING WEST

SOUTH EAST AERIAL VIEW LOOKING WEST NORTH EAST AERIAL VIEW LOOKING WEST

SOUTH EAST VIEW LOOKING NORTH ON STATE COLLEGE BLVD NORTH EAST VIEW LOOKING SOUTH ON STATE COLLEGE BLVD 245 N. STATE COLLEGE BLVD 245 N. STATE COLLEGE BLVD

SUBJECT PROPERTY

SUBJECT PROPERTY
MARCH 16,2022
DN
DN
UP
DN
UP
DN
UP
7530 SF
Building A
1067 SF
Building F
1067 SF
Building E
1067 SF
Building D
1067 SF
Building C
2660 SF
Building B
7277 SF
Building A
1060 SF
Building F
1060 SF
Building E
1060 SF
Building D
1060 SF
Building C
2733 SF
Building B
Area Legend
Building A
Building B
Building C
Building D
Building E
Building F
Date:

Scale:

By:

Project No:

Page No:

OF
-Preliminary review
application
10/29/2021 2:55:53 PM
1/16" = 1'-0"
ZONING F.A.R. PLANS

AND CALCULATIONS
Author
10/03/18
2008
T-1.04
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
SCALE:
1/16" = 1'-0" 11ST FLOOR / GROUND LEVEL
SCALE:
1/16" = 1'-0" 22ND FLOOR
Area Schedule (F.A.R.) (PLANS)
Name Level Area
Building A <varies> 14807 SF
Building B <varies> 5393 SF
Building C <varies> 2127 SF
Building D <varies> 2127 SF
Building E <varies> 2127 SF
Building F <varies> 2127 SF
Totals 28708 SF

ZONING FLOOR AREA
FLOOR/AREA RATIO DEFINITION FMC. 15.04.040.

FLOOR/AREA RATIO (FAR) means the ratio of all enclosed and usable floor area of the building(s) (including the space therein devoted to stairwells, elevator shafts, light courts, hallways, restrooms, storage areas, etc.) to the total area of the parcel or parcels upon which the buildings(s) is/are located. A basement, carport, or garage having an interior height or less than ten feet from floor plate to top plate is not included in a floor/area ratio calculation.

ALLOWABLE DENSITY:

BASE HEIGHT = 1 STORY / 20'-0"
DENSITY BONUS HEIGHT LIMIT = 2 STORIES / 31'-0"
MARCH 16,2022
DN
DN
UP
DN
140 SF

PRIVATE TERRACE
371 SF

PRIVATE TERRACE
123 SF

PRIVATE TERRACE
140 SF

PRIVATE TERRACE
122 SF

PRIVATE TERRACE
140 SF

PRIVATE TERRACE
123 SF

PRIVATE TERRACE
140 SF

PRIVATE TERRACE
107 SF

PRIVATE TERRACE
177 SF

PRIVATE TERRACE
171 SF

PRIVATE TERRACE
176 SF

PRIVATE TERRACE
195 SF

PRIVATE TERRACE
176 SF

PRIVATE TERRACE
172 SF

PRIVATE TERRACE
175 SF

PRIVATE TERRACE
84 SF

PRIVATE TERRACE
79 SF

PRIVATE TERRACE
81 SF

PRIVATE TERRACE
7893 SF

COMMON OPEN
SPACE
Legend
Common Open Space
Private Open Space
495 SF

COMMON OPEN
SPACE
263 SF

PRIVATE TERRACE
37 SF

COMMON OPEN
SPACE
430 SF

COMMON OPEN
SPACE
283 SF

PRIVATE ROOF DECK
281 SF
PRIVATE ROOF DECK 283 SF

PRIVATE ROOF DECK
281 SF

PRIVATE ROOF DECK
283 SF

PRIVATE ROOF DECK
281 SF

PRIVATE ROOF DECK
283 SF

PRIVATE ROOF DECK
281 SF

PRIVATE ROOF DECK
297 SF

PRIVATE ROOF DECK
Date:

Scale:

By:

Project No:

Page No:

OF
-Preliminary review
application
3/14/2022 7:44:18 AM
1/16" = 1'-0"

OPEN SPACE

CALCULATIONS
Author
10/06/18
2008
T-1.05
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
SCALE:
1/16" = 1'-0" 11ST FLOOR / GROUND LEVEL

OPEN SPACE
Area Schedule (Open Space)
Name Area
COMMON OPEN SPACE 8855 SF
PRIVATE ROOF DECK 3144 SF
PRIVATE TERRACE 3915 SF
15914 SF
3918 SF
3147 SF
8655 SF
15720 SF
MARCH 16,2022
DN
DN
UP
DN
UP
DN
UP
UP
7904 SF
Building A
2855 SF
Building B
1164 SF
Building C
1164 SF
Building D
1164 SF
Building E
1164 SF
Building F
8051 SF
Building A
1212 SF
Building F
1212 SF
Building E
1212 SF
Building D
1212 SF
Building C
3040 SF
Building B
Schema 1 Legend
Building A
Building B
Building C
Building D
Building E
Building F
25950 SF
Garage
Schema 1 Legend
Garage
Date:

Scale:

By:

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Page No:

OF
-Preliminary review
application
10/29/2021 2:56:01 PM
1/16" = 1'-0"

BUILDING AREA

DIAGRAM
Author
10/03/18
2008
T-1.06
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
SCALE:
1/16" = 1'-0" 11ST FLOOR / GROUND LEVEL
SCALE:
1/16" = 1'-0" 22ND FLOOR

ALLOWABLE BUILDING AREA
SCALE:
1/16" = 1'-0" 3BASEMENT LEVEL
Area Schedule (Occupancy Type)
Name Construction Type Area
Building A TYPE V-A 15954 SF
Building B TYPE V-A 5895 SF
Building C TYPE V-A 2376 SF
Building D TYPE V-A 2376 SF
Building E TYPE V-A 2376 SF
Building F TYPE V-A 2376 SF
31353 SF
Garage TYPE I -A 25950 SF
25950 SF
TOTAL 57302 SF
MARCH 16,2022
Date:

Scale:

By:

Project No:

Page No:

OF
-Preliminary review
application
10/29/2021 2:54:57 PM

SURVEY PLAN
Author
10/03/18
2008
A-1.01
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
MARCH 16,2022
DN
DN
DN
DN

NEIGHBOR'S MONUMENT SIGN
40' - 0"

STATE COLLEGE BOULEVARD
CL
10' - 1" 54' - 4 3/8" 14' - 6" 26' - 11 5/8"
106' - 2"
9' - 2 5/8" 210' - 8" 71' - 10 3/8"
291' - 11 1/4"
291' - 9"
11' - 0" 37' - 10" 10' - 0" 37' - 0" 10' - 4"
105' - 11 1/8"
10' - 2" 32' - 8" 10' - 0" 32' - 8" 20' - 0" 32' - 8" 10' - 0" 32' - 8" 20' - 0" 67' - 2" 23' - 11 1/4"

SIDEYARD
7' - 0"

REAR YARD
9' - 0"

SIDEYARD
7' - 0"

REARYARD
7' - 0"

VEHICULAR ENTRY

BUILDING ENTRY
212.34
211.30
LOWEST

ELEVATION
GRADE= 210.84
212.01
(E) POWER POLE
(E) POWER POLE (E) POWER POLE
(E) POWER POLE
(E) POWER POLE
(E) TREE TO BE REMOVED
(E) STREET TREE
(E) GAS METER
(E) EXISTING WATER
METER
(E) PULL BOX
(E) TRAFFIC LIGHT PULL BOX

PROPERTY LINE

REVERE AVENUE

FIRE HYDRANT
FIRE HYDRANT 141' -9"

DISTANCE FROM PROPERTY
71' - 8"

BUILIDNG BBUILIDNG CBUILIDNG DBUILIDNG EBUILIDNG F

BUILIDNG A
(ROOF PLAN SHOWN FOR REFERENCE)
BUILDING FOOTPRINT= 27,876 SF
PROPOSED PROJECT:
2-STORIES MULTI -FAMILY RESIDENTIAL TOWNHOUSE
1-STORY SUBTERRANEAN PARKING
ZONING HEIGHT 31' -0" 3 -STORIES

TYPE V -A CONSTRUCTION OVER TYPE I -A

DRIVE W
AY
25' - 0"
VEHICULAR RESERVOIR (20' MIN RQD)
30' - 0"
70' - 0"
F.Y.S.B.
15' - 0"
(N) TRANSFORMER PAD
(IF REQUIRED BY SCE)
F.Y.S.B.
15' - 0"

10.0%

RAMP DOWN

PROPERTY LINE

PROPERTY LINE
15' X 15' VISIBILITY TRIANGLE
15' X 15' VISIBILITY TRIANGLE
(2) SHORT TERM

BICYCLE PARKING
2' - 0"
54' - 4 3/8"
14' - 6"
26' - 11 5/8"

SIDEYARD
7' - 0"

APPROXIMATE FOOTPRINT

OF NEIGHBORING

STRUCTURES (TYP)

APPROXIMATE STREET

STRIPING (TYP)

DEDICATION
10' - 0"

8.0%

4.9%

PROPOSED FDC PROPOSED STANDPIPE

20.0%

BACKFLOWS AND OTHER

UTILITY DEVICES SCREENED
BY LANDSCAPING. SEE CIVIL
& LANDSCAPE PLANS. (TYP)

HVAC UNITS SCREENED BY

LANDSCAPING AND
TERRACE GUARDRAIL. SEE
LANDSCAPE PLANS. (TYP)

LINE OF GARAGE

WALL BELOW
Date:

Scale:

By:

Project No:

Page No:

OF
-Preliminary review
application
3/16/2022 3:32:42 PM
3/32" = 1'-0"

PROPOSED SITE PLAN
DFH
9/15/2020
2008
A-1.02
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
MARCH 16, 2022
SCALE:
3/32" = 1'-0" 1SITE PLAN

PROJECT DATA
ADDRESS: 245 N. STATE COLLEGE BLVD NOTE : THIS PROJE CT IS 100% PRIVATELY FUNDED FULLERTON, CA 92831
APN: 26906408
PROPOSED PROJECT: 2-STORY MULTI-FAMILY RESIDENTIAL TOWNHOMES OVER 1-LEVE L SUBTERRANEAN PARKING,
ZONING: R-G GARDEN-TYPE MULTIPLE RESIDENTIAL
HEIGHT LIMIT: 31'-0" / 2 STORIES
(20' / 1 STORY + DENSITY BONUS INCREASE 11' / 1 STORY = 31'-0" / 2 STORIES) OCCUPANCY CLASSIFICATION: R-2 RESIDENTIAL (SEC 310. 4)
S-2 PARKING GARAGE (SEC. 311.3)
CONSTRUCTION TYPE: TYPE V-A FOR ABOVE GRADE R-2 OCCUPANCY W/ NFPA-13 AUTOMATIC FIRE SPRINKLER SYSTEM AND A
STANDPIPE SYSTEM COMPLIANT WITH NFPA STANDARD 14.

TYPE I-A FOR SUBTERRANEAN GARAGE S-2 OCCUPANCY
W/ NFPA-13 AUTOMATIC FIRE SPRINKLER SYSTEMAND A
STANDPIPE SYSTEM COMPLIANT WITH NFPA STANDARD 14.

N
DN
40' - 0"

STATE COLLEGE BOULEVARD
CL
106' - 2"
291' - 11 1/4"
291' - 9"
10' - 4"
105' - 11 1/8"

SIDEYARD
7' - 0"

REAR YARD
9' - 0"

SIDEYARD
7' - 0"

REARYARD
7' - 0"

VEHICULAR ENTRY

BUILDING ENTRY
212.34
211.30
LOWEST

ELEVATION
GRADE= 210.84
212.01

PROPERTY LINE

REVERE AVENUE

FIRE HYDRANT
FIRE HYDRANT 141' -9"

DISTANCE FROM PROPERTY
71' - 8"

DRIVE W
AY
25' - 0"
VEHICULAR RESERVOIR (20' MIN RQD)
30' - 0"
70' - 0"
F.Y.S.B.
15' - 0"
F.Y.S.B.
15' - 0"

PROPERTY LINE

PROPERTY LINE
2' - 0"

SIDEYARD
7' - 0"

DEDICATION
10' - 0"

PROPOSED FDC

FDC DISTANCE TO PROPERTY LINE
66' - 4 1/8"
R 150' - 0"
R 150' - 0"

PROPOSED STANDPIPE
Date:

Scale:

By:

Project No:

Page No:

OF
-Preliminary review
application
10/29/2021 2:55:06 PM
3/32" = 1'-0"

FIRE MASTER PLAN
Author
10/04/21
2008
A-1.03
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
SCALE:
3/32" = 1'-0" 1FIRE MASTER PLAN
N
MARCH 16,2022
UP
3 A-3.01
106' - 2"
1' - 0" 103' - 5" 1' - 9"
291' - 9"
105' - 11 1/8" 1' - 0"
103' - 5"
1' - 6"
54" x
60"
CLR
VAN
1 A-3.01
26' - 10" 28' - 2" 28' - 2" 20' - 3"
1' - 10 1/4"
19' - 0"

DRIVE AISLE
25' - 0"
19' - 0"
12' - 7 1/4"
19' - 0"

DRIVE AISLE
25' - 0" 19' - 0" 19' - 0"

DRIVE AISLE
25' - 0" 19' - 0" 24' - 8" 20' - 4"

STANDARD
003

STANDARD
002

STANDARD
001

STANDARD
012

STANDARD
013

STANDARD
014

STANDARD
015

STANDARD
016

STANDARD
017

STANDARD
018

STANDARD
011

STANDARD
010

STANDARD
ADA
005

STANDARD
004

STANDARD
ADA
007

STANDARD

ADA VAN
RESI
006

STANDARD
009

STANDARD
008

STANDARD
024

STANDARD
023

STANDARD
026

STANDARD
022

STANDARD
027

STANDARD
021

STANDARD
028

STANDARD
020

STANDARD
029

STANDARD
019

STANDARD
030

STANDARD
031

STANDARD
032

STANDARD
025

STANDARD
040

COMPACT
041

COMPACT
042

STANDARD
043

STANDARD
044

STANDARD
045

STANDARD
046

STANDARD
054

STANDARD
053

STANDARD
052

STANDARD
056

STANDARD
055

STANDARD
047

STANDARD
048

STANDARD
049

STANDARD
050

STANDARD
051

STANDARD
036

COMPACT
037

STANDARD
035

STANDARD
034

STANDARD
033

COMPACT
038

STANDARD
039
0' - 10"
9' - 0" 9' - 0" 9' - 0"
9' - 0" 9' - 0"
5"
9' - 0" 9' - 0" 9' - 0"
5" 5"
9' - 0" 9' - 0" 9' - 0"
5"
9' - 0" 9' - 0" 1' - 0"
9' - 0"
1' - 3" 11"
9' - 0" 8' - 0" 9' - 0"
5" 3' - 10"
10' - 0" 0" 9' - 0"
5' - 0"
9' - 0"
9' - 0"
9' - 0"
1' - 2"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
0' - 8" 9' - 0"
9' - 0"
9' - 0"
9' - 0"
0' - 8"
9' - 0"
9' - 0"
9' - 0"
8' - 0"
8' - 0"
0' - 10"
9' - 0"
8' - 0"
8' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
0' - 8"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
7' - 3 3/8"
9' - 0"
9' - 0"
2 A-3.01
GUEST

EVCS LOADING
18' - 0" 31' - 0" 31' - 0" 31' - 0" 31' - 0" 30' - 0" 11' - 3" ELEV
EQUIP
ELEV. TRASH ROOM
19' - 0"

DRIVE AISLE
25' - 0" 19' - 0" 19' - 0"
10% 20.0%
STAIR

DRIVE AISLE
25' - 0" 19' - 0" 19' - 0"

DRIVE AISLE
25' - 0"
3' - 4 5/8" 273' - 3" 15' - 1 3/8"

MECHANICAL
202.25
0' - 8"

GUEST GUEST EVCS EVCS EVCS EVCS
EVCS
DRIVEW
AY
25' - 0"
18' - 5 7/8" 8' - 0" 63' - 6 1/8"

RAMP UP

PROPERTY LINE

PROPERTY LINE ELECTRICAL
1' - 4"
DRIVEW
AY
25' - 0"

SECURITY GATE
29' - 10 1/8" 29' - 10 1/8" 29' - 4 1/8" 3' - 10 5/8"
3 - LONG TERM

BIKE PARKING

LINE OF

BUILDING ABOVE

GUEST GUEST
5' - 10 1/4"
7' - 10 7/8"
3' - 4"
GUEST
9' - 4"
EVCS
4' - 0"

POWER POLE
5' CLEARANCE ZONE
(TYP)

PROPERTY LINE

SECURITY GATE

TRANSFORMER PAD
ABOVE
1 A-3.02
1 A-3.02
11'-9" HEAD HEIGHT @

GREY HATCH AREA
54" x
60"
CLR
Date:

Scale:

By:

Project No:

Page No:

OF
-Preliminary review
application
3/16/2022 3:29:08 PM
As indicated

BASEMENT LEVEL
Author
10/06/18
2008
A-2.01
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
MARCH 16, 2022
SCALE:
1" = 10'-0" 1BASEMENT LEVEL
RESIDENTIAL PARKING SPACES REQUIRED PER DENSITY BONUS:

PARKING SPACES REQUIRED
2 SPACES PER 2-3 BEDROOM = 22 X 2 = 44 SPACES
5 SPACES PER VLI UNITS = 3 X .5 = 1.5 SPACES
TOTAL REQUIRED = 46 SPACES
RESIDENTIAL PARKING SPACES PROVIDED (ASSIGNED):

PARKING CALCULATIONS
N
SCALE:
1" = 1'-0" 2BIKE RACK
SCALE:
1" = 1'-0" 3BIKE RACK DETAIL
DN

UP UP UP UP UP UP UP UP
UP
UP
DN
UP
UP UP
UP UP
UP
UP DN
UP
UP UP
UP
UP
UP UP
UP
UP
DN
106.17
105' - 11 1/8"
291' - 11"
3 A-3.01
3 A-3.01
A-4.01 3
A-4.01
2 10' - 2" 32' - 8" 10' - 0" 32' - 8" 20' - 0" 32' - 8" 10' - 0" 32' - 8" 20' - 0" 34' - 5" 56' - 8" 10' - 0"
A-4.01 4
A-4.01
1 A-4.01 5
A-4.02
2 A-4.02
1 BUILDING A

BUILDING BBUILDING CBUILDING DBUILDING EBUILDING F
A-4.02 5
A-4.02 3
A-4.02 7
10' - 0"
10' - 0"

ESTIMATED LOCATION

OF NEIGHBOR'S SIGN
291' - 9"
10' - 0"
10' - 0"
1 A-3.01
1 A-3.01
5' - 0"
7' - 2"
7' - 4"
2' - 6"
6' - 9"
5' - 4"
5' - 0"
5' - 0"
6' - 0"
5' - 7 5/8"
5' - 5"
10' - 0"
17' - 9" 17' - 6" 17' - 6" 17' - 6" 17' - 6" 17' - 6" 17' - 6" 17' - 6" 17' - 6" 17' - 6" 17' - 6" 15' - 10" 9' - 2"
37' - 10"
10' - 0"
37' - 0"
10' - 4"
11' - 0"
CL

NORTH STATE COLLEGE BOULEVARD
6' - 0"
10' - 0"
10' - 0"

SIDEYARD
7' - 0"

REARYARD
7' - 0"

SIDEYARD
7' - 0"

REARYARD
7' - 0"

SIDEYARD
7' - 0"

MAILBOXES
GARAGE

WALL BELOW

GARAGE WALL
BELOW

GARAGE WALL BELOW
GARAGE

WALL BELOW
2 A-3.01
2 A-3.01
4' - 0"
3' - 0"
6' - 0" SHORT TERM BIKE
PARKING (2) 36"x72"
214.92
A-4.02 5
Sim
A-4.02 3
Sim
A-4.02 3
Sim
A-4.02 5
Sim
A-4.02 5
Sim

PLANTER
F.Y.S.B.
15' - 0"
F.Y.S.B.
15' - 0"

PLANTER

PLANTER PLANTER PLANTER

VEHICULAR RESERVOIR
30' - 0"
DRIVEW
AY
25' - 0"
10' - 1"
18' - 6 1/4"
18' - 1 3/4"
17' - 8"
31' - 6"

RAMP DOWN

20.0% 10.0%

BUILDING ENTRANCE
211.17 212.00
UNIT
101
UNIT
103
UNIT
106
UNIT
107
UNIT
108
UNIT
109
UNIT
110
UNIT
111
UNIT
112 UNIT
113
UNIT
114
UNIT
115 UNIT
116
UNIT
117
UNIT
105
UNIT
104
UNIT
102
UNIT
120
UNIT
118
UNIT
121
UNIT
119
UNIT
124
UNIT
122
UNIT
125
UNIT
123

LEASING
OFFICE
(N) TRANSFORMER

PAD (IF REQUIRED

BY SCE)
15' X 15' VISIBILITY

TRIANGLE
(E) POWER POLE
(TYP)
ELEV
15' X 15' VISIBILITY

TRIANGLE

COMMON OPEN
SPACE

SEE LANDSCAPE
PLANS

COMMON OPEN
SPACE

SEE LANDSCAPE
PLANS
(E) GAS METER

PRIVATE

TERRACE (TYP)

PRIVATE PATIO (TYP)

PRIVATE PATIO
(TYP)
213.25
5' - 0"

DEDICATION
10' - 0"

2.0%

8.0%

4.9%
213.17
213.71

8.0%
6' - 0"
214.92

4.9%
217.50
216.80
1 A-3.02
1 A-3.02
218.24 218.34 217.50 217.50
217.50
216.80
216.80
216.80

PROPOSED FDC

PROPOSED STANDPIPE

LINE OF TERRACE
ABOVE
Date:

Scale:

By:

Project No:

Page No:

OF
-Preliminary review
application
3/14/2022 7:44:12 AM
1" = 10'-0"
1ST FLOOR / GROUND
LEVEL
Author
10/06/18
2008
A-2.02
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
SCALE:
1" = 10'-0" 11ST FLOOR / GROUND LEVEL
N
MARCH 16,2022

UP UP UP UP
DN
UP UP
DN
UP UP

DN DN DN DN DN DN
DN
DN
DN
DN

UP UP UP
DN DN
DN
DN
DN DN
DN DN
DN
DN
DN
DN
DN
DN
5' DIA. ADA
CLEAR
SPACE

SINGLE BBQ
5' DIA. ADA
CLEAR
SPACE
DOUBLE
SINK
3 A-3.01
3 A-3.01
A-4.01 3
A-4.01
2 10' - 1"
18' - 6 1/4"
18' - 1 1/2"
17' - 8 1/4"
31' - 6"

SETBACK
9' - 0"
A-4.01 4
A-4.01
1 A-4.01 5
A-4.02
2 A-4.02
1 BUILDING A

BUILDING BBUILDING CBUILDING DBUILDING EBUILDING F
106' - 2"
105' - 11 1/8"
17' - 9 1/8" 17' - 6" 17' - 6" 17' - 6" 17' - 6 1/4" 17' - 6" 17' - 6" 17' - 6" 17' - 6" 17' - 6" 17' - 6" 17' - 10 1/2" 9' - 2 5/8" 210' - 8" 71' - 10 3/8"
291' - 11 1/4"
291' - 9"
A-4.02 5
A-4.02 3
A-4.02 7
11' - 0"
37' - 10"
10' - 0"
37' - 0"
10' - 4"
1 A-3.01
1 A-3.01
10' - 0"
10' - 0" 10' - 0"

SIDEYARD
9' - 0"

SIDEYARD
9' - 0"
10' - 0"

SIDEYARD
9' - 0"
10' - 2" 32' - 8" 10' - 0" 32' - 8" 20' - 0" 32' - 8" 10' - 0" 32' - 8" 20' - 0" 34' - 1" 57' - 0 1/4" 2 A-3.01
2 A-3.01
10' - 0"
A-4.02 5
Sim
A-4.02 3
Sim
A-4.02 3
Sim
A-4.02 5
Sim
A-4.02 5
Sim
F.Y.S.B.
15' - 0"
F.Y.S.B.
15' - 0"
(E) POWER POLE
(E) POWER POLE (E) POWER POLE
(E) POWER POLE
(E) POWER POLE

PROPERTY LINE

PROPERTY LINE
UNIT
101
UNIT
103
UNIT
108
UNIT
109
UNIT
110
UNIT
111
UNIT
112
UNIT
113
UNIT
114
UNIT
115
UNIT
116
UNIT
117
UNIT
105
UNIT
104
UNIT
102
UNIT
120
UNIT
118
UNIT
121
UNIT
119
UNIT
124
UNIT
122
UNIT
125
UNIT
123
UNIT
106
UNIT
107
222.58

COMMON OPEN
SPACE

SEE LANDSCAPE
PLANS
1 A-3.02
1 A-3.02

TRELLIS ABOVE
Date:

Scale:

By:

Project No:

Page No:

OF
-Preliminary review
application
3/14/2022 7:44:14 AM
1" = 10'-0"
2ND FLOOR
Author
10/06/18
2008
A-2.03
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
SCALE:
1" = 10'-0" 12ND FLOOR
N
MARCH 16,2022

DN DN DN DN DN DN DN DN DN DN DN
3 A-3.01
3 A-3.01
A-4.01 3
A-4.01
2 A-4.01 4
A-4.01
1 A-4.01 5
A-4.02
2 A-4.02
1 A-4.02 5
A-4.02 3
A-4.02 7
1 A-3.01
1 A-3.01
106' - 2"
9' - 2 5/8" 34' - 11 1/8" 18' - 2 1/2" 34' - 3 1/2" 18' - 2 1/2" 34' - 3 1/2" 18' - 2 1/2" 34' - 3 3/4" 18' - 2 1/2" 71' - 10 3/8" 291' - 11 1/4"
291' - 9"
11' - 0"
22' - 0"
15' - 10"
10' - 0"
37' - 0"
10' - 4"

SIDEYARD
9' - 0"

SIDEYARD
9' - 0"
105' - 11 1/8"
10' - 0"
32' - 8" 10' - 0" 32' - 8" 20' - 0" 32' - 8" 10' - 0" 32' - 8" 87' - 2" 23' - 11 1/4"

SETBACK
9' - 0"

BUILDING A

BUILDING BBUILDING CBUILDING DBUILDING EBUILDING F
2 A-3.01
2 A-3.01
13' - 7 3/4" 8' - 3 1/2" 13' - 0" 8' - 3 1/2"
ROOF
DECK
ROOF
DECK
ROOF
DECK
ROOF
DECK
ROOF
DECK
ROOF
DECK
ROOF
DECK
ROOF
DECK
20' - 0" 20' - 0"
20' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 1"
54' - 4"
31' - 6"
(E) POWER POLE
(E) POWER POLE (E) POWER POLE
(E) POWER POLE
(E) POWER POLE

PROPERTY LINE

PROPERTY LINE
F.Y.S.B.
15' - 0"
F.Y.S.B.
15' - 0"
A-4.02 5
Sim
A-4.02 3
Sim
A-4.02 3
Sim
A-4.02 5
Sim
A-4.02 5
Sim
240.42
243.92
241.42 238.83 241.67
10" / 1'-0"
10" / 1'-0"
6" / 1'-0"
6" / 1'-0"
6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0"
6" / 1'-0"
6" / 1'-0"
236.08
236.09
236.09
235.99
235.99 235.99 235.99
236.09
6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0"
237.06 239.78
239.78 237.06
6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0"
239.78 237.06
6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0"
6" / 1'-0" 6" / 1'-0"
3" / 1'-0" 3" / 1'-0" 6" / 1'-0" 6" / 1'-0" 3" / 1'-0" 3" / 1'-0" 3" / 1'-0" 3" / 1'-0" 3" / 1'-0" 3" / 1'-0" 239.78 237.06
6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0"
234.33 234.33
234.33
234.33 234.33
234.33 234.33 234.33
234.33 234.33
238.36
242.92
240.80 239.13 239.13 239.12
233.25 233.25 233.25 233.25 233.25 233.25
6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0"
237.06 239.78
239.78 237.06
6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0"
239.78 237.06
6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0"
239.78 237.06
6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0"
233.22
234.33 234.33 234.33
234.33 234.33 234.33
234.33 234.33 234.33
234.67 234.67
241.30
241.30 241.30
234.67 234.67 234.67 234.67 236.33 236.33 238.36
238.42 236.75 236.75 236.75
236.75 236.75 236.75 236.75
236.75 237.25
236.75
234.33 234.33 234.33
234.33
240.54
6" / 1'-0"
6" / 1'-0"
235.99
235.99
13' - 4 1/4"
6" / 1'-0" 6" / 1'-0" 6" / 1'-0" 6" / 1'-0"
233.25
236.75 236.75
233.25 233.25
234.92 234.92
237.87
236.75
236.75
238.42
235.99
236.08
236.08
1 A-3.02
1 A-3.02
Date:

Scale:

By:

Project No:

Page No:

OF
-Preliminary review
application
10/29/2021 2:55:11 PM
1" = 10'-0"

ROOF LEVEL
Author
10/03/18
2008
A-2.04
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
SCALE:
1" = 10'-0" 1ROOF LEVEL
N
MARCH 16,2022
1ST FLOOR /

GROUND LEVEL
213' - 3"
2ND FLOOR
223' - 3"

BASEMENT LEVEL
202' - 3"

ROOF LEVEL
233' - 3"
PL PL

HEIGHT LIMIT
242' - 10 7/16"
ANG
211' - 10 7/16"
9' - 7 1/2"
10' - 0"
10' - 0"
11' - 0"
1 A-3.01

ZONING HEIGHT
31' - 0"
2 A-3.01

RESIDENTIAL RESIDENTIAL RESIDENTIAL
GARAGE
212.18 211.07

SIDEYARD
9' - 0"

SIDEYARD
9' - 0"
4' - 3"
5' - 4"
216.80
5' - 9"
3' - 6"
3' - 6"
6' - 0"
9' - 1"
9' - 1"
3' - 6"
10' - 1"
217.50
1ST FLOOR /

GROUND LEVEL
213' - 3"
2ND FLOOR
223' - 3"

BASEMENT LEVEL
202' - 3"

ROOF LEVEL
233' - 3"
3 A-3.01

HEIGHT LIMIT
242' - 10 7/16"
ANG
211' - 10 7/16"
9' - 7 1/2"
10' - 0"
10' - 0"
11' - 0"

ZONING HEIGHT
31' - 0"
PL PL

RESIDENTIAL
GARAGE
RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL 210.84 216.80

REAR YARD
9' - 0"

FRONT YARD
15' - 0"
3' - 6 5/8"
5' - 11 5/8"
6' - 0"
4' - 0"
3' - 0"
9' - 1"
9' - 0"
11' - 9"
5' - 4"
7' - 0"

STATE COLLEGE BLVD
10' - 1"
1 A-3.02
1ST FLOOR /

GROUND LEVEL
213' - 3"
2ND FLOOR
223' - 3"

BASEMENT LEVEL
202' - 3"

ROOF LEVEL
233' - 3"
3 A-3.01

HEIGHT LIMIT
242' - 10 7/16"
ANG
211' - 10 7/16"
11' - 0"
10' - 0"
10' - 0"
9' - 7 1/2"

ZONING HEIGHT
31' - 0"
212' - 0"

20.0%

10.0%
PL PL

RESIDENTIAL
GARAGE

RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDEN TIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL

ROOF DECK
211.09

REAR YARD
9' - 0"

FRONT YARD
15' - 0"
2' - 9 1/8"
3' - 6"
217.50
4' - 3"
6' - 5"

10.0%

STATE COLLEGE BLVD

ROOF DECK ROOF DECK ROOF DECK ROOF DECK ROOF DECK ROOF DECK ROOF DECK 9' - 1 1/4"
9' - 1 1/4"
5' - 0"
10' - 0"
11' - 9"
10' - 1"
1 A-3.02
19' - 0"
6' - 0"
Date:

Scale:

By:

Project No:

Page No:

OF
-Preliminary review
application
10/29/2021 2:55:14 PM
1" = 10'-0"

BUILDING SECTIONS
Author
10/06/18
2008
A-3.01
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
SCALE:
1" = 10'-0" 3Section 3
SCALE:
1" = 10'-0" 2Section 2
SCALE:
1" = 10'-0" 1Section 1
MARCH 16,2022
1ST FLOOR /

GROUND LEVEL
213' - 3"
2ND FLOOR
223' - 3"

BASEMENT LEVEL
202' - 3"

ROOF LEVEL
233' - 3"

HEIGHT LIMIT
242' - 10 7/16"
ANG
211' - 10 7/16"
1 A-3.01
2 A-3.01
PL PL

SIDEYARD
9' - 0"

SIDEYARD
9' - 0"
.6' - 0"
DECK

SIDE YARD
5' - 0"

RESIDENTIAL RESIDENTIAL

LEASING
OFFICE
211.17
212.24
GARAGE 11' - 9"
RAMP
9' - 7 1/2"
10' - 0"
10' - 0"
11' - 0"

ZONING HEIGHT
31' - 0" 225.08
4' - 0"
5' - 7 5/8"
216.80
Date:

Scale:

By:

Project No:

Page No:

OF
-Preliminary review
application
10/29/2021 2:55:14 PM
1" = 10'-0"

BUILDING SECTIONS
Author
08/06/21
2008
A-3.02
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
SCALE:
1" = 10'-0" 1Section 4
MARCH 16,2022
1ST FLOOR /

GROUND LEVEL
213' - 3"
2ND FLOOR
223' - 3"

ROOF LEVEL
233' - 3"
PL
9' - 7 1/2"
10' - 0"
10' - 0"
PL

BUILDING A

HEIGHT LIMIT
242' - 10 7/16"
ANG
211' - 10 7/16"
1 A-3.01

ZONING HEIGHT
31' - 0"
2 A-3.01
212.01 210.84

GRAY ASPHALT

SHINGLE ROOF

SIDE YARD
9' - 0"
5' - 9"
3' - 6" 9' - 3"

WHITE EXTERIOR

CEMENT SMOOTH

TROWL PLASTER

STAINED BLACK CEDAR

VERTICALWOOD SIDING

GRAY ASPHALT

SHINGLE ROOF

WHITE EXTERIOR

CEMENT SMOOTH

TROWL PLASTER

SIDEYARD
9' - 0"
5' - 11 1/2"
3' - 6 5/8"
5' - 5 7/8"
4' - 3"
216.80

DARK BRONZE MULLIONS AND FRAMES ON

WINDOWS AND DOORS

BURNISHED CMU BLOCK, GRAY

BUILDING F

DARK BRONZE

WOOD SLAT FENCE
217.50
1ST FLOOR /

GROUND LEVEL
213' - 3"
2ND FLOOR
223' - 3"

ROOF LEVEL
233' - 3"
3 A-3.01
10' - 0"
10' - 0"
9' - 7 1/2"
PL

HEIGHT LIMIT
242' - 10 7/16"
ANG
211' - 10 7/16"

ZONING HEIGHT
31' - 0"
212.01

SIDE YARD
9' - 0"
STAIR
9' - 3"
3' - 6"
5' - 9"

STAINED BLACK CEDAR

VERTICAL WOOD SIDING

WHITE EXTERIOR

CEMENT SMOOTH

TROWL PLASTER

STAINED BLACK CEDAR

VERTICAL WOOD SIDING

WHITE EXTERIOR

CEMENT SMOOTH

TROWL PLASTER
5' - 5 7/8"
4' - 3"
217.50

BOARDFORM

CONCRETE PLANTER BURNISHED CMU BLOCK, GRAY

GRAY ASPHALT

SHINGLE ROOF

DARK BRONZE MULLIONS AND FRAMES ON

WINDOWS AND DOORS

BURNISHED CMU BLOCK, GRAY

DARK BRONZE WOOD SLAT
FENCE
1 A-3.02

DARK BRONZE WOOD

TRELLIS
1ST FLOOR /

GROUND LEVEL
213' - 3"
2ND FLOOR
223' - 3"

ROOF LEVEL
233' - 3"
3 A-3.01
PL

HEIGHT LIMIT
242' - 10 7/16"
ANG
211' - 10 7/16"

ZONING HEIGHT
31' - 0"

REAR YARD
9' - 0"

STAINED BLACK CEDAR

VERTICAL WOOD SIDING

WHITE EXTERIOR

CEMENT SMOOTH

TROWL PLASTER

STAINED BLACK CEDAR

VERTICAL WOOD SIDING

WHITE EXTERIOR

CEMENT SMOOTH

TROWL PLASTER
211.42
216.80
5' - 4 5/8"
3' - 6 5/8"
2' - 0"
4' - 0"
9' - 7 1/2"
10' - 0"
10' - 0"

STAINED BLACK CEDAR

VERTICAL WOOD SIDING

GRAY ASPHALT

SHINGLE ROOF

DARK BRONZE MULLIONS AND FRAMES ON

WINDOWS AND DOORS

BURNISHED CMU BLOCK, GRAY

DARK BRONZE WOOD SLAT FENCE
1 A-3.02
1ST FLOOR /

GROUND LEVEL
213' - 3"
2ND FLOOR
223' - 3"

ROOF LEVEL
233' - 3"
9' - 7 1/2"
10' - 0"
10' - 0"
PL

HEIGHT LIMIT
242' - 10 7/16"
ANG
211' - 10 7/16"

ZONING HEIGHT
31' - 0"
212.34

STAINED BLACK CEDAR

VERTICAL WOOD SIDING

GRAY ASPHALT

SHINGLE ROOF

SIDE YARD
9' - 0"
9' - 8"

WHITE EXTERIOR

CEMENT SMOOTH

TROWL PLASTER
4' - 11 7/8"

DARK BRONZE MULLIONS AND FRAMES ON

WINDOWS AND DOORS

BURNISHED CMU BLOCK, GRAY
214.92

WHITE SANTA BARBARA SMOOTH

TROWEL FINISH PLASTER

STAINED BLACK CEDAR VERTICAL

WOOD SIDING
BURNISHED FINISH CMU BOARDFORM CONCRETE 1ST FLOOR /

GROUND LEVEL
213' - 3"
2ND FLOOR
223' - 3"

ROOF LEVEL
233' - 3"
9' - 7"
10' - 0"
10' - 0"
PL PL

HEIGHT LIMIT
242' - 10 7/16"
ANG
211' - 10 7/16"
1 A-3.01

ZONING HEIGHT
31' - 0"

WHITE EXTERIOR

CEMENT SMOOTH

TROWL PLASTER

STAINED BLACK CEDAR

VERTICAL WOOD SIDING

GRAY ASPHALT

SHINGLE ROOF

VERTICAL SLAT METAL

ENTRY GATE

DARK BRONZE WOOD SLAT

FENCE TO SCREEN HVAC

EQUIPMENT

BUILDING ENTRY

VEHICULAR ENTRY

SIDE YARD
9' - 0"

SIDE YARD
9' - 0"
217.25

POP-OUT FRAME

DARK BRONZE

DARK BRONZE MULLIONS AND

FRAMES ON WINDOWS AND
DOORS

BOARD FORM CONCRETE
5' - 11 3/8"
3' - 2"

BURNISHED CMU BLOCK,
GRAY
11" 211.30
212.34
Date:

Scale:

By:

Project No:

Page No:

OF
-Preliminary review
application
10/29/2021 2:55:29 PM
As indicated

EXTERIOR ELEVATION
Author
10/06/18
2008
A-4.01
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
SCALE:
1/8" = 1'-0" 3WEST ELEVATION BLDG A
SCALE:
1/8" = 1'-0" 2NORTH ELEVATION BLDG. A
SCALE:
1/8" = 1'-0" 1SOUTH ELEVATION BLDG. A
SCALE:
1/8" = 1'-0" 5EAST ELEVATION BLDG. A
SCALE:
12" = 1'-0" EXTERIOR MATERIAL
SCALE:
1/8" = 1'-0" 4EAST ELEVATION BLDG. B
MARCH 16,2022
1ST FLOOR /

GROUND LEVEL
213' - 3"
2ND FLOOR
223' - 3"

ROOF LEVEL
233' - 3"
3 A-3.01

BUILDING BBUILDING CBUILDING DBUILDING E BUILDING F HEIGHT LIMIT 242' - 10 7/16"
ANG
211' - 10 7/16"

ZONING HEIGHT
31' - 0"
210.84
PL

WHITE EXTERIOR

CEMENT SMOOTH

TROWL PLASTER

STAINED BLACK CEDAR

VERTICAL WOOD SIDING
9' - 0"
216.80
8' - 5"
6' - 6 3/8"
3' - 9 5/8" 9' - 7"
10' - 0"
10' - 0"

WHITE EXTERIOR

CEMENT SMOOTH

TROWL PLASTER

WHITE EXTERIOR CEMENT

SMOOTH TROWL PLASTER

STAINED BLACK CEDAR

VERTICAL WOOD SIDING
3' - 6"
5' - 11 1/2"

METAL SLAT SECURITY FENCE DARK BRONZE MULLIONS AND

FRAMES ON WINDOWS AND DOORS

BURNISHED CMU BLOCK, GRAY BURNISHED CMU BLOCK, GRAY

BURNISHED CMU BLOCK, GRAY

DARK BRONZE MULLIONS AND

FRAMES ON WINDOWS AND DOORS

DARK BRONZE MULLIONS AND

FRAMES ON WINDOWS AND DOORS

TRANSFORMER PAD

GRAY ASPHALT

SHINGLE ROOF

GRAY ASPHALT SHINGLE ROOF
3' - 6"
1 A-3.02
1ST FLOOR /

GROUND LEVEL
213' - 3"
2ND FLOOR
223' - 3"

ROOF LEVEL
233' - 3"
3 A-3.01
10' - 0"
10' - 0"
9' - 7"

BUILDING F BUILDING E BUILDING DBUILDING B

HEIGHT LIMIT
242' - 10 7/16"
ANG
211' - 10 7/16"

BUILDING C

ZONING HEIGHT
31' - 0"
PL

GRAY ASPHALT

SHINGLE ROOF

METAL SLAT SECURITY FENCE
211.50
9' - 0"
6' - 6 3/8"
3' - 9 5/8" 10' - 8"
7' - 2"

WHITE EXTERIOR

CEMENT SMOOTH TROWL

PLASTER

STAINED BLACK CEDAR

VERTICAL WOOD SIDING

STAINED BLACK CEDAR

VERTICAL WOOD SIDING

WHITE EXTERIOR

CEMENT SMOOTH TROWL

PLASTER

WHITE EXTERIOR

CEMENT SMOOTH TROWL PLASTER
5' - 3 5/8"
3' - 6 5/8"
216.80
219.25
4' - 4"

GRAY ASPHALT SHINGLE ROOF

DARK BRONZE WOOD SLAT

FENCE TO SCREEN HVAC

EQUIPMENT

DARK BRONZE MULLIONS AND

FRAMES ON WINDOWS AND DOORS

BURNISHED CMU BLOCK, GRAY BURNISHED CMU BLOCK, GRAY

BURNISHED CMU BLOCK, GRAY

DARK BRONZE MULLIONS AND

FRAMES ON WINDOWS AND DOORS

DARK BRONZE MULLIONS AND

FRAMES ON WINDOWS AND DOORS
1 A-3.02
1ST FLOOR /

GROUND LEVEL
213' - 3"
2ND FLOOR
223' - 3"

ROOF LEVEL
233' - 3"
9' - 7 1/2"
10' - 0"
10' - 0"

HEIGHT LIMIT
242' - 10 7/16"
ANG
211' - 10 7/16"

ZONING HEIGHT
31' - 0"

WHITE EXTERIOR

CEMENT SMOOTH

TROWL PLASTER

STAINED BLACK CEDAR

VERTICAL WOOD SIDING

SIDE YARD
9' - 0"
PL
211.30
6' - 6 3/8"

GRAY ASPHALT

SHINGLE ROOF

GRAY WOOD SLAT FENCE TO
SCREEN

DARK BRONZE MULLIONS AND FRAMES ON

WINDOWS AND DOORS
7' - 0"
5' - 6 1/32"
1ST FLOOR /

GROUND LEVEL
213' - 3"
2ND FLOOR
223' - 3"

ROOF LEVEL
233' - 3"
9' - 7 1/2"
10' - 0"
10' - 0"

HEIGHT LIMIT
242' - 10 7/16"
ANG
211' - 10 7/16"

ZONING HEIGHT
31' - 0"
211.30
PL

SIDE YARD
9' - 0"
3' - 9 5/8"

WHITE EXTERIOR

CEMENT SMOOTH TROWL

PLASTER

STAINED BLACK CEDAR

VERTICAL WOOD SIDING
3' - 6 5/8"
5' - 6"

GRAY ASPHALT

SHINGLE ROOF

DARK BRONZE MULLIONS AND

FRAMES ON WINDOWS AND DOORS

BURNISHED CMU BLOCK, GRAY

WHITE SANTA BARBARA SMOOTH

TROWEL FINISH PLASTER

STAINED BLACK CEDAR VERTICAL

WOOD SIDING
BURNISHED FINISH CMU BOARDFORM CONCRETE 1ST FLOOR /

GROUND LEVEL
213' - 3"
2ND FLOOR
223' - 3"

ROOF LEVEL
233' - 3"
9' - 7 1/2"
10' - 0"
10' - 0"

HEIGHT LIMIT
242' - 10 7/16"
ANG
211' - 10 7/16"

ZONING HEIGHT
31' - 0"
211.07
PL

SIDE YARD
9' - 0"
7' - 2" 10' - 8"
8' - 5"

WHITE EXTERIOR

CEMENT SMOOTH TROWL

PLASTER

STAINED BLACK CEDAR

VERTICAL WOOD SIDING

GRAY ASPHALT

SHINGLE ROOF
2' - 4"
5' - 8 3/4"
216.80

DARK BRONZE MULLIONS AND FRAMES ON

WINDOWS AND DOORS
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As indicated

EXTERIOR ELEVATION
Author
10/06/18
2008
A-4.02
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
SCALE:
1/8" = 1'-0" 1SOUTH ELEVATION BLDG B-G
SCALE:
1/8" = 1'-0" 2NORTH ELEVATION BLDG. B-G
SCALE:
1/8" = 1'-0" 3EAST ELEVATION BLDG. C ,D, E, F
SCALE:
1/8" = 1'-0" 5WEST ELEVATION BLDG. C ,D, E, F
SCALE:
12" = 1'-0" EXTERIOR MATERIAL
SCALE:
1/8" = 1'-0" 7WEST ELEVATION BLDG. B
MARCH 16,2022
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EXTERIOR MATERIAL
Author
10/04/21
2008
A-4.03
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021

BOARDFORM CONCRETE

WHITE SANTA BARBARA SMOOTH TROWEL FINISH PLASTER BURNISHED FINISH CMU, GREYSTONE

STAINED BLACK CEDAR VERTICAL WOOD SIDING

DARK BRONZE
NATURAL STAIN @ TRELLIS, IPE WOOD
MARCH 16,2022
UP
UP
37' - 10"
33' - 6 3/4"
34' - 10"
36' - 6 3/4"
16' - 9 1/2"
16' - 9 1/2"
10' - 4 3/8" 3' - 1 1/8" 3' - 0" 0' - 4"
17' - 6"
17' - 6 1/4"
16' - 9 1/2"
24' - 0 1/8"
13' - 1 3/8"
36' - 6 3/4"
37' - 1 1/2"
16' - 9 1/2"
37' - 6 5/8"
W/D
17' - 6"
34' - 6 3/4"
35' - 10"
16' - 9 1/2"
16' - 9 1/2"
36' - 6 3/4"
37' - 10"
3' - 4" 13' - 5 1/2"
36' - 6 3/4"
17' - 6"
16' - 9 1/2"
16' - 9 1/2"
17' - 6"
37' - 1 1/2"
37' - 10"
W/D

ROOF TERRACE

HVAC UNIT
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1/4" = 1'-0"

TYPICAL UNIT PLANS
Author
01/06/21
2008
A-5.01
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
SCALE:
1/4" = 1'-0" 1TYPICAL 3 BEDROOM WITH ROOF DECK
1/4" = 1'-0" 2 3BR - LEVEL2 - STACKED STAIRS
SCALE:
1/4" = 1'-0" 4TYPICAL 3 BEDROOM
1/4" = 1'-0" 5 3DR - LEVEL 2 - STRAIGHT STAIRS 1/4" = 1'-0" 3 3BR - LEVEL3 - STACKED STAIRS NETRENTABLE AREA:
649 SF + 626 SF = 1,275 SF
NET AREA:
642 SF + 625 SF = 1,267 SF
+240 SF PRIVATE ROOF DECK
LEVEL 1 LEVEL 1
MARCH 16,2022
UP
DN
18' - 1 1/2"
13' - 7"
9' - 7 3/4"
5' - 8"
10' - 1 3/8" 7' - 2 5/8"
18' - 5 3/4"
21' - 7"
9' - 9 7/8"
32' - 8" 30' - 2"
17' - 6 1/8"
5' - 8"
32' - 8"
10' - 0"
10' - 0 3/4"
10' - 4 1/2"
12' - 0" 5' - 6 1/8"
18' - 1 1/2"
5' - 9 3/4"
15' - 2 1/4"
10' - 4 3/4"
31' - 11 1/2"
W/D
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1/4" = 1'-0"

TYPICAL UNIT PLANS
Author
10/04/18
2008
A-5.02
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
SCALE:
1/4" = 1'-0" 1TYPICAL 2 BEDROOM
1/4" = 1'-0" 2 2 BEDROOM UNIT TYPE A - LEVEL2
NET AREA:
582 SF + 574 SF = 1,156 SF
LEVEL 1
MARCH 16,2022
WD. SHEATHING PER

STRUCTURAL
W.R. MEMBRANE

FURRING STRIPS

VERTICAL WOOD
SIDING

ROOF SHEATHING

PER STRUCTURAL

METAL DRIP EDGE

ROOF SHINGLES
W.R. MEMBRANE

ROOF SHEATHING

PER STRUCTURAL

METAL DRIP EDGE

ROOF SHINGLES
W.R. MEMBRANE

SQUARE GUTTER

VERTICAL WOOD

SIDING O/ FURRING

WINDOW PER SCHEDULE

PLYWOOD SHEATHING

BATT INSULATION

VERTICAL WOOD SIDING RAINSCREEN O/ FURRING
W.R. MEMBRANE (2 LAYERS)

SELF-ADHERED FLEXIBLE FLASHING LAP M
IN.
3"
5/8" TYPE 'X' GYP BD, TYP.

INTEGRAL NAILING FLANGE

PROVIDE J-MOLDING W/ SEALANT

O/ BACKER ROD IF NO FLANGE IS

PROVIDED WITH THE WINDOW

METAL DRIP PAINTED TO MATCH WINDOW FINISH
0' - 2"

WINDOW PER SCHEDULE

PLYWOOD SHEATHING

BATT INSULATION

VERTICAL WOOD SIDING RAINSCREEN O/ FURRING
W.R. MEMBRANE (2 LAYERS)

SELF-ADHERED FLEXIBLE FLASHING
LAP M
IN.
3"
5/8" TYPE 'X' GYP BD, TYP.

INTEGRAL NAILING FLANGE

PROVIDE J-MOLDING W/ SEALANT

O/ BACKER ROD IF NO FLANGE IS

PROVIDED WITH THE WINDOW

METAL DRIP PAINTED TO MATCH WINDOW FINISH
9", TYP.
6", TYP.

EXTERIOR WINDOW FRAME
Date:

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3" = 1'-0"

ROOF DETAILS
Author
08/06/21
2008
A-10.5
.
245 N State College Blvd
Fullerton, CA 92831

MINOR SITE PLAN REVIEW
OCTOBER 4, 2021
SCALE:
3" = 1'-0" 1EAVE DETAIL @ RAINSCREEN
SCALE:
3" = 1'-0" 2EAVE GUTTER DETAIL @ RAINSCREEN
SCALE:
3" = 1'-0" 3Window Sill @ Rainscreen (Section)
SCALE:
3" = 1'-0" 4Window Sill @ Exterior Wall Frame (Section) MARCH 16,2022

CLCLREVERE AVENUE

STATE COLLEGE BOULEVARD
PRELIMINARY GRADING PLANSFORSTATE COLLEGE TOWNHOMES245 N. STATE COLLEGE BLVD., FULLERTON, CA 92831VICINITY MAP N.T.S. N.A.SHEET INDEXCO1 - TITLE SHEETC02 - GRADING PLANC03 - UTILITY PLANC04 - WATER QUALITY MANAGEMENT PLANC05 - SECTIONS BASIS OF BEARINGS:THE BASIS OF BEARINGS FOR THIS SURVEY ISTHE CENTERLINE OF RESERVOIR STREET, ASSHOWN ON THE RECORD OF SURVEY RECORDED INBOOK 68, PAGE 47, OF RECORDS OF SURVEY,BEING NORTH 01°29'30" WEST.BENCHMARK:DESIGNATION:2D-36-99ELEVATION:218.538'DESCRIPTION:FOUND 3-3/4" OCS ALUMINUMBENCHMARK DISK STAMPED "2D-36-99" SET INTHE TOP OF THE SOUTHWEST CORNER OF A 4.5'X 29' CONCRETE CATCH BASIN. MONUMENT ISLOCATED IN THE NORTHEAST PART OF THEINTERSECTION OF STATE COLLEGE BOULEVARDAND CHAPMAN AVENUE; 125' NORTH OF HECENTERLINE OF CHAPMAN AVENUE, 43' EAST OFTHE CENTERLINE OF STATE COLLEGE BOULEVARD.

FEMA FLOOD DATA:FLOOD ZONE: ZONE XMAP NO.: 06059C0132JPROJECT INFORMATION:PROJECT NAME: STATE COLLEGE TOWNHOMESPROJECT ADDRESS:245 N. STATE COLLEGE BLVD.FULLERTON, CA 92831PROPERTY AREA:30,948 SF (0.71 AC)DISTURBED AREA:30,948 SF (0.71 AC)APN:26906408TOPOGRAPHY SOURCE:PLUMP ENGINEERING, INC.TOPOGRAPHY DATE:12/08/2020 UTILITIES CONTACT INFORMATION:GASCOMPANY:SOCALGASADDRESS:716 S. STATE COLLEGE BLVD.ANAHEIM, CA 92805CONTACT NO:(800)427-2200ELECTRICCOMPANY:SOUTHERN CALIFORNIA EDISONADDRESS:1851 W. VALENCIA DR.FULLERTON, CA 92833CONTACT NO:(800)655-4555WATERCOMPANY:CITY OF FULLERTON WATERADDRESS:FULLERTON CITY HALL303 W. COMMONWEALTH AVE.FULLERTON, CA 92832CONTACT NO:(714)738-6890 LEGEND:A/C- ASPHALT PAVEMENTBC- BUILDING CORNERBFPV- BACK FLOW PREVENT VALVEBW- BLOCK WALLCB- CATCH BASINCBD- CONCRETE BOLLARDC/L- CENTERLINECONC- CONCRETEDDC- DOUBLE DETECTOR CHECK VALVEDEC- DECORATIVEDI- DROP INLETDRN- DRAINE- ELECTRICEPB- ELECTRIC PULL BOXEX- EXISTFH- FIRE HYDRANTFNC- FENCEFS- FINISHED SURFACEGA- GUY ANCHORHC- HANDICAPICV- IRRIGATION CONTROL VALVELP- LIGHT POLEL/S- LANDSCAPINGMH- MANHOLEO/H- OVERHANGPB- PULLBOXPL- PROPERTY LINEPS- PARKING STALLRD- ROOF DRAINRET- RETAINING WALLSCO- SEWER CLEANOUTSMH- SEWER MANHOLESN- SIGNST LT- STREET LIGHTSW- SIDEWALKTC- TOP OF CURBTE- TRASH ENCLOSUREWFN- WOOD FENCEWM- WATER METERWV- WATER VALVEXXX.XX- PROPOSED ELEVATION(XXX.XX) - EXISTING ELEVATION- EXISTING PROPERTY LINE- FENCE - TREE CONTACT INFORMATION:OWNER:GEOTECH DEVELOPMENT CORP.324 N. MARIE AVE.FULLERTON, CA 92833(714)726-7383CIVIL ENGINEER:PLUMP ENGINEERING, INC.914 E. KATELLA AVE.ANAHEIM, CA 92805(714)385-1835SURVEYOR:PLUMP ENGINEERING, INC.914 E. KATELLA AVE.ANAHEIM, CA 92805SURVEY DEPARTMENT(714)385-1835ARCHITECT:DFH ARCHITECTS1544 20TH ST.SANTA MONICA, CA 90404(310)394-4045 TITLE SHEETC011 SHEET:2107079
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE PLUMP ENGINEERING, INC. NO PARTOF THESE DOCUMENTS, INCLUDING DESIGN CONCEPT, MAY BE USED, REPRODUCED OR DISCLOSED INANY FORM WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF PLUMP ENGINEERING, INC.

OF TRYFON TRYFONOPOULOS DATE PLUMP ENGINEERING INC.914 E. KATELLA AVENUEANAHEIM, CALIFORNIA 92805(714) 385-1835, FAX (714) 385-1834CONSULTING ENGINEERS IN STRUCTURAL,MECHANICAL, PLUMBING, ELECTRICAL,CIVIL, SURVEYING, ARCHITECTURALDRAWING NO.BENCH MARK:

J:\Geotech Development Corporation\C.2107079 - State College Townhomes DCRD CDs\ACAD\2107079C01TT.dwg Mar 15, 2022 - 3:26pmDESIGN BY:DATE: PROJECT NO.5TTAL/DD/CBTTDRAWN BY:CHECKED BY:BASIS OF BEARINGS:SCALE:90'30'030'60'1" = 30'STATE COLLEGE TOWNHOMES245 N. STATE COLLEGE BLVD.FULLERTON, CA 9283103-15-202203-15-2022THE BASIS OF BEARINGS FOR THIS SURVEY IS THECENTERLINE OF RESERVOIR STREET, AS SHOWN ON THERECORD OF SURVEY RECORDED IN BOOK 68, PAGE 47, OFRECORDS OF SURVEY, BEING NORTH 01°29'30" WEST.

DESIGNATION:2D-36-99ELEVATION:218.538'DESCRIPTION:FOUND 3-3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "2D-36-99"SET IN THE TOP OF THE SOUTHWEST CORNER OF A 4.5' X 29' CONCRETECATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEAST PART OF THEINTERSECTION OF STATE COLLEGE BOULEVARD AND CHAPMAN AVENUE; 125'NORTH OF HE CENTERLINE OF CHAPMAN AVENUE, 43' EAST OF THECENTERLINE OF STATE COLLEGE BOULEVARD.

GRADING GENERAL NOTES:1.THE CODES IN EFFECT ARE: 2019 CALIFORNIA BUILDING CODE ('19 CBC), '2019CALIFORNIA PLUMBINGCODE ('19 CPC),'2019 CALIFORNIA RESIDENTIAL CODE ('19 CRC), AND '2019 CALIFORNIA GREEN CODE('CGC). SEE CITY OF FULLERTON ORDINANCE NO. 2947, (SECTIONS 14.03.90, 14.03.20, 14.03.21,14.03.23).2.PER CALIFORNIA LAW/CIVIL CODE SECTION 832: EACH COTERMINOUS OWNER IS ENTITLED TO THE LATERAL AND SUBJACENT SUPPORT WHICH HIS LANDRECEIVES FROM THE ADJOINING LAND, SUBJECT TO THE RIGHT OF THE OWNER OF THE ADJOINING LAND TOMAKE PROPER AND USUAL EXCAVATIONS ON THE SAME FOR PURPOSES OF CONSTRUCTION OR IMPROVEMENT,UNDER THE FOLLOWING CONDITIONS:a)ANY OWNER OF LAND OR HIS LESSEE INTENDING TO MAKE OR TO PERMIT AN EXCAVATION SHALL GIVEREASONABLE NOTICE TO THE OWNER OR OWNERS OF ADJOINING LANDS AND OF BUILDINGS OR OTHERSTRUCTURES, STATING THE DEPTH TO WHICH SUCH EXCAVATION IS INTENDED TO BE MADE, AND WHENTHE EXCAVATING WILL BEGIN.b)IN MAKING ANY EXCAVATION, ORDINARY CARE AND SKILL SHALL BE USED, AND REASONABLEPRECAUTIONS TAKEN TO SUSTAIN THE ADJOINING LAND AS SUCH, WITHOUT REGARD TO ANY BUILDINGOR OTHER STRUCTURE WHICH MAY BE THEREON, AND THERE SHALL BE NO LIABILITY FOR DAMAGE DONETO ANY SUCH BUILDING OR OTHER STRUCTURE BY REASON OF THE EXCAVATION, EXCEPT AS OTHERWISEPROVIDED OR ALLOWED BY LAW.c)IF AT ANY TIME IT APPEARS THAT THE EXCAVATION IS TO BE OF A GREATER DEPTH THAN ARE THEWALLS OR FOUNDATIONS OF ANY ADJOINING BUILDING OR OTHER STRUCTURE, AND IS TO BE SO CLOSEAS TO ENDANGER THE BUILDING OR OTHER STRUCTURE IN ANY WAY, THEN THE OWNER OF THEBUILDING OR OTHER STRUCTURE MUST BE ALLOWED AT LEAST 30 DAYS, IF HE SO DESIRES, IN WHICHTO TAKE MEASURES TO PROTECT THE SAME FROM ANY DAMAGE, OR IN WHICH TO EXTEND THEFOUNDATIONS THEREOF, AND HE MUST BE GIVEN FOR THE SAME PURPOSES REASONABLE LICENSE TOENTER ON THE LAND ON WHICH THE EXCAVATION IS TO BE OR IS BEING MADE.d)IF THE EXCAVATION IS INTENDED TO BE OR IS DEEPER THAN THE STANDARD DEPTH OF FOUNDATIONS,WHICH DEPTH IS DEFINED TO BE A DEPTH OF NINE FEET BELOW THE ADJACENT CURB LEVEL, AT THEPOINT WHERE THE JOINT PROPERTY LINE INTERSECTS THE CURB AND IF ON THE LAND OF THECOTERMINOUS OWNER THERE IS ANY BUILDING OR OTHER STRUCTURE THE WALL OR FOUNDATION OFWHICH GOES TO STANDARD DEPTH OR DEEPER THEN THE OWNER OF THE LAND ON WHICH THE EXCAVATIONIS BEING MADE SHALL, IF GIVEN THE NECESSARY LICENSE TO ENTER ON THE ADJOINING LAND,PROTECT THE SAID ADJOINING LAND AND ANY SUCH BUILDING OR OTHER STRUCTURE THEREON WITHOUTCOST TO THE OWNER THEREOF, FROM ANY DAMAGE BY REASON OF THE EXCAVATION, AND SHALL BELIABLE TO THE OWNER OF SUCH PROPERTY FOR ANY SUCH DAMAGE, EXCEPTING ONLY FOR MINORSETTLEMENT CRACKS IN BUILDINGS OR OTHER STRUCTURES.3.THE SUPERVISING ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP SET AT THE HIGHEST POINT INTHE FINISH DRAINING SWALE. THESE ELEVATIONS SHALL BE NOTED ON THE BUILDING PLANS.4.ALL FINAL SHEETS OF PLANS SUBMITTED INCLUDING SUBSEQUENTLY CORRECTED AND REVISED PLANS NEEDTHE WET OR ELECTRONIC STAMP, DATE AND WET SIGNATURE OF STATE OF CALIFORNIA LICENSED CIVILENGINEER WHO IS RESPONSIBLE FOR THE PREPARATION OF THE PLANS, CALCULATIONS AND/OR ANYDOCUMENTATION. COPIED OR REPRODUCED STAMP AND SIGNATURE IS NOT ACCEPTABLE. INDICATEEXPIRATION DATE OF LICENSE ALSO. NO ADDITIONAL RED/BLUE MARKS, NOTES OR DRAWINGS WRITTEN ONTHE PLAN UNLESS ACKNOWLEDGED BY A RESPONSIBLE ENGINEER WITH HIS “WET” PRINTED SIGNATURE ANDDATED WHERE ALL MARKS ARE ADDED AND CLOUDED.5.CIVIL ENGINEER/HIS REPRESENTATIVE (SURVEYOR) WILL BE ON JOB SITE TO CONFIRM GRADING OPERATIONTO BE ACCOMPLISHED IN ACCORDANCE WITH APPROVED GRADING PLANS. OR THE CIVIL ENGINEER SHALL BEAVAILABLE DURING GRADING AND CONSTRUCTION TO VERIFY COMPLIANCE WITH THE PLANS, LINES, GRADESAND ELEVATIONS FOR SURVEY CONTROLS, SPECIFICATIONS AND THE CODE AND ANY SPECIAL CONDITIONS OFTHE PERMIT WITHIN THE PURVIEW OF THE CIVIL ENGINEER. THE CIVIL ENGINEER OR LICENSED SURVEYORSHALL SET NECESSARY SURVEY STAKES TO VERIFY LINES, AND GRADES AS SHOWN ON PLANS.6.SCHEDULE PRE-GRADE MEETING ON SITE TO INCLUDE GRADING INSPECTOR OF THE CITY OF FULLERTON,PLUS GRADING CIVIL ENGINEER, GEOTECHNICAL/SOILS ENGINEER AND CONTRACTOR, AND OWNER.FINAL GRADING PLANS TO BE REVIEWED BY GEOTECHNICAL/SOILS ENGINEER WITH A SIGNED AND WRITTENSTATEMENT ON THE PLANS, THAT “THESE GRADING PLANS WERE REVIEWED AND APPROVED, AND THAT THEYCOMPLY WITH ALL THE REQUIREMENTS AND RECOMMENDATIONS OF THE GEOTECHNICAL/SOILS REPORT7.PROVIDE HYDROLOGY REPORT FOR (10, 25 & 100-YEAR STORM) AND HYDRAULIC CALCULATIONS FOR THESIZING OF DRAINPIPES GOING TO PUBLIC DRAIN. PROVIDE HYDROLOGY MAP SHOWING DRAINAGE SUB AREANUMBER IDENTIFICATION, AREA IN ACRES AND LENGTH. ALSO, PROVIDE DRAINAGE SCHEMATIC DIAGRAMWITH CALCULATIONS SHOWING ALL LATERAL (BRANCH) LINES. SHOW PIPE SIZES, TYPES OF MATERIALS8.PROVIDE PROTECTION TO PEDESTRIANS AND PUBLIC DURING CONSTRUCTION OR DEMOLITION PER CHAPTER33, APPENDIX J, BY BARRICADES, RAILINGS, FENCES AND/OR CANOPIES OR AS NECESSARY FORPEDESTRIAN (CUSTOMERS, EMPLOYEES, ETC.) SAFETY. SHOW A MINIMUM 6'-0" HIGH FENCE A MINIMUMDISTANCE OF MORE THAN ONE-HALF THE HEIGHT OF CONSTRUCTION AWAY FROM THE CONSTRUCTION OR USEANY OTHER APPROVED PROTECTION MEANS AND DEVICES.9.OBTAIN PERMIT FROM CAL/OSHA FOR EXCAVATIONS OVER 5'-0 DEEP.10.PROVIDE SHORING TO PROTECT ANY ADJACENT EXISTING STRUCTURES AFFECTED BY ANY EXCAVATION.PROVIDE SHORING DETAIL AND CALCULATIONS.11.SHOW IN THE PLAN THE FOLLOWING EARTHWORK VOLUMES:a.CUT _____ C.Y., FILL _____ C.Y., IMPORT _____ C.Y., EXPORT _____ C.Y, OVER EXCAVATION____C.Y.12.A PERFORMANCE BOND IS REQUIRED IN THE AMOUNT OF $2.20 X____ C.Y. = ______; (FORSLOPED/HILLSIDE) $2.75 X ________ C.Y. = _______. BOND MUST BE WITH SIGNED "AGREEMENT FORGRADING, SLOPE PLANTING AND EROSION CONTROL" FORM. (NOTE: BOND IS BASED ON ANY ONE OF THELARGEST QUANTITIES OF CUT, FILL, IMPORT, EXPORT, EXCAVATION AND PLUS OVER-EXCAVATION.(NOTE:NO PERFORMANCE BOND IS REQUIRED IF NO GRADING PERMIT IS REQUIRED.)13.A LIABILITY BOND IS REQUIRED IN THE AMOUNT OF $500,000. IN LIEU OF A LIABILITY BOND,EVIDENCE OF LIABILITY INSURANCE IN THAT AMOUNT MAY BE SUBMITTED SHOWING THE CITY OF FULLERTONAS INSURED.14.PROVIDE AT LEAST FOUR CROSS-SECTIONS OF LOT AT ALL FOUR SIDE-YARDS THAT EXTEND AT LEAST 5 FT.BEYOND PROPERTY LINE AND EXTENDS TO BUILDING PADS. IF NO BUILDING PADS YET, IT MUST EXTENDTHROUGH THE WHOLE LOT WIDTH OR LENGTH. DOTTED LINES FOR EXISTING AND SOLID LINES FORNEW/FINISH CONTOUR LINES.15.UNDER “SOILS REPORT ” : “NAME AND ADDRESS OF SOIL ENGINEER IN THE GRADING PLAN - NAME OF SOILCOMPANY: _______________, PROJECT/JOB NO. _______, AND DATE SOIL'S REPORT WAS PROPOSED_________________.” (FILL IN ACCORDINGLY)16.ALL EXISTING FILLS SHALL BE APPROVED BY THE GRADING INSPECTOR OR REMOVED BEFORE ANYADDITIONAL FILLS ARE ADDED.17.IF THE BUILDING EXTERIOR WALLS ARE OF WOODEN MATERIALS, PROVIDE A MINIMUM OF 8” CLEARANCEFROM THE TOP OF THE FOUNDATION TO THE FINISH GRADE. SHOW ON THE GRADING PLANS A MINIMUM OF 8”SEPARATION FROM THE TOP OF FOOTING (TF) TO FINISHED GRADE (FG) ADJACENT TO THE BUILDING. [CBC2304.12.1.2, CRCR317.1 ITEM 2]EXCEPTION: AT EXTERIOR WALLS WHERE THE EARTH IS PAVED WITH AN ASPHALT OR CONCRETE SLABAT LEAST 18 INCHES WIDE AND DRAINING AWAY FROM THE BUILDING, THE BOTTOM OF SILLS AREPERMITTED TO BE 6 INCHES ABOVE THE TOP OF SUCH SLAB.18.DUST SHALL BE CONTROLLED BY WATERING.19.APPROVED EROSION AND SEDIMENTATION PROTECTION DEVICES SHALL BE PROVIDED AND MAINTAINED ANDSHALL BE IN PLACE AT THE END OF EACH DAY'S WORK.20.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADINGOPERATIONS PER CITY OF FULLERTON REGULATION ON CONSTRUCTION SANITATION FACILITY.21.ALL TRENCH BACKFILLS IN PUBLIC PROPERTY WHERE PRIVATE PROPERTY STRUCTURES OR SLOPES BEAR ONTHEM FOR SUPPORT SHALL BE CERTIFIED BY THE SITE SOIL TESTING FIRM. THE SOIL CERTIFICATIONSHALL INCLUDE THE STABILITY OF THE BACKFILL AND THAT THE COMPACTION IS 90% OF THE MAXIMUM DRYDENSITY USING THE AASHO TEST T180-57 MODIFIED TO USE 3 LAYERS IN LIEU OF 5 LAYERS.22.EARTHQUAKE-INDUCED LANDSLIDES. IF THIS SITE IS LOCATED ON SEISMIC HAZARD ZONE MAP ASPUBLISHED IN 1997 BY THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION, DIVISION OF MINESAND GEOLOGY, IN COMPLIANCE WITH STATE OF CALIFORNIA, CHAPTER 7.8 SEISMIC HAZARDS MAPPING.PROVIDE EVALUATION AND MITIGATION FOR POSSIBLE EARTHQUAKE-INDUCED LANDSLIDES. THE AREA WHEREPREVIOUS OCCURRENCE OF LANDSLIDE MOVEMENT, OR LOCAL TOPOGRAPHIC, GEOLOGICAL, GEOTECHNICAL ANDSUB-SURFACE WATER CONDITIONS INDICATE A POTENTIAL FOR PERMANENT GROUND DISPLACEMENTS SUCHTHAT MITIGATION AS DEFINED IN PUBLIC RESOURCES CODE SECTION2693(C) WOULD BE REQUIRED. INADDITION, A SEISMIC SLOPE STABILITY ANALYSIS IS REQUIRED.23. THE SOILS ENGINEER AND/OR ENGINEERING GEOLOGIST SHALL MAINTAIN PERIODIC INSPECTIONS ANDSUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING.24.THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING ANDCONSTRUCTION TO ENSURE COMPLIANCE WITH THE APPROVED PLANS.25.ALL DIRT, SAND, MUD, OR DEBRIS DEPOSITED OR SPILLED UPON PUBLIC STREETS DURING ANY GRADING,HAULING, OR EXPORT OPERATIONS SHALL BE IMMEDIATELY CLEANED UP BY THE DEVELOPER, HISCONTRACTOR, SUBCONTRACTORS, OR AGENTS TO THE SATISFACTION OF THE CITY ENGINEER. FAILURE TODO SO WILL BE CAUSE FOR STOPPING OF ALL SUCH GRADING, HAULING, OR EXPORT WORK BY THE CITYUNTIL SUCH TIME AS THE STREETS ARE CLEANED.26.ALL LOTS SHALL DRAIN TO STREETS, ALLEYS OR APPROVED DRAINAGE WAYS 0.5% MINIMUM FOR ASPHALT,0.25% FOR CONCRETE (PCC), 1% MINIMUM FOR DIRT.

GRADING GENERAL NOTES (CONTINUED):27.THE FOLLOWING NEEDS SEPARATE PLAN REVIEW AND PAY PLAN REVIEW FEES. SUBMIT TWO/THREE SETSOF PLANS “WET” STAMPED AND SIGNED BY LICENSED PROFESSIONAL ENGINEER. INDICATE EXPIRATIONDATE OF LICENSE ALSO.a.SEWER LINE SYSTEM (IF OCCURS)b.PLUMBINGc.STORM DRAIN SUMP PUMPd.WATER LINE SYSTEM. (IF OCCURS)e.UTILITY LINE SYSTEM (EXCEPT STORM DRAINS)f.FOUNDATION FOR LIGHT STANDARD, FLAGPOLE AND FREE-STANDING SIGNS. PROVIDE STRUCTURALCALCULATIONS AND DRAWINGS FOR FOUNDATION. (NOTE THAT STRUCTURAL CALCULATIONS FOR LIGHTCOLUMNS OR POSTS SUBMITTED SEPARATELY OR LATER MUST BE APPROVED BY THE ENGINEER WHO DID THECALCULATIONS FOR THE FOUNDATION.) PROVIDE DETAIL OF BASE PLATE (SIZE AND THICKNESS). ALSOSHOW ANCHOR BOLT SIZE, LENGTH OF EMBEDMENT AND HOW MANY BOLTS. THIS DETAIL MUST BE INACCORD WITH THE LIGHT STANDARD POLE BASE BY MANUFACTURER/PRODUCT/ENGINEER.g.DEMOLITION OR ABANDONMENT PERMIT FOR ANY EXISTING STRUCTURES, ALL OTHER APPURTENANTDEVICES, EQUIPMENT, ETC.h.RETAINING WALLS THAT ARE OVER 4 FEET IN HEIGHT MEASURED FROM THE BOTTOM OF THE FOOTING TOTHE TOP OF THE WALL, OR SUPPORTING A SURCHARGE OR IMPOUNDING CLASS I, II, OR IIIA LIQUIDS.i.PROVIDE STRUCTURAL CALCULATIONS FOR ALL TYPES AND KINDS OF RETAINING WALLS IF PART OFGRADING PROJECT. NOTE THAT RETAINING WALLS ARE IN SEPARATE BUILDING PERMIT.j.REINFORCED CONCRETE OR MASONRY FENCES (WALLS), OVER 3'0” HIGH. SECTION 106.2.2.k.BLOCK/CONCRETE PILASTERS, MORE THAN 3'-0 HIGH.l.MORE THAN 6'-0 HIGH FENCE (WOOD OR CHAIN LINK). (NOTE: NOT MORE THAN 6'0" HIGH FENCE ANDSTUCCOED BOTH SIDES DOES NOT NEED PERMIT.)m.TRASH ENCLOSURE. (NOTE: CITY STANDARD DRAWINGS MAY BE USED.)28.THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING ATA SLOPE OF NOT LESS THAN 5% FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THEFACE OF THE WALL. IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT 10 FEET OF HORIZONTALDISTANCE, A 5-PERCENT SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATIVE METHOD OFDIVERTING WATER AWAY FROM THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED NOTLESS THAN 2% WHERE LOCATED WITHIN 10 FEET OF THE BUILDING FOUNDATION. IMPERVIOUS SURFACESWITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED NOT LESS THAN 2 PERCENT AWAY FROMTHE BUILDING [1804.4]29.EXCEPTION: IMPERVIOUS SURFACES SHALL BE PERMITTED TO BE SLOPED LESS THAN 2 PERCENT WHERETHE SURFACE IS A DOOR LANDING OR RAMP THAT IS REQUIRED TO COMPLY WITH SECTION 1010.1.5,1012.3 OR 1012.6.1.30.COMPLY WITH NOTIFICATION OF ADJOINING PROPERTY BY GIVING A 10-DAY WRITTEN NOTICE TO THEADJACENT PROPERTY OWNERS OF INTENT TO EXCAVATE WHERE EXCAVATION IS DEEPER THAN THEFOUNDATION OF ADJOINING BUILDING OR LOCATED CLOSER TO PROPERTY LINE THAN THE DEPTH OFEXCAVATION. [CBC 3307.1]31.SUBMISSION OF PROFESSIONAL OPINION THAT THE SUBSOILS HAVE SUFFICIENT STABILITY TO HOLD THEADDITIONAL WEIGHT OF THE PROPOSED FILLS WITHOUT SETTLEMENT THAT WILL CAUSE DAMAGE TOPROPOSED IMPROVEMENTS MUST BE SUBMITTED TO THE DIRECTOR OF DEVELOPMENT SERVICES PRIOR TOPLACEMENT OF FILL.32.DRAINAGE PIPE THAT WILL UNDERLAY STRUCTURES MUST BE REINFORCED CONCRETE OR CAST IRON ANDTHE STRUCTURE FOUNDATIONS MUST BE ENGINEERED BY A FOUNDATION ENGINEER. THE DESIGN ENGINEERSHALL BE RESPONSIBLE FOR DEPUTY INSPECTION DURING CONSTRUCTION OF THE PIPE AND WILL CERTIFYTO THE STABILITY AND THAT THE WORK WAS DONE TO HIS SATISFACTION.33.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE.34.NO EXPORTING OF EXCESS CUT OR DIRT WILL BE ALLOWED WITHOUT THE DEVELOPER, OR APPROPRIATECONTRACTOR FIRST OBTAINING A PERMIT TO DO SO FROM THE DIRECTOR OF ENGINEERING. SUCH APERMIT SHALL PRESCRIBE APPROVED ROUTES, HOURS OF OPERATION, TRAFFIC CONTROL REQUIREMENTS,STREET PROTECTION DEPOSITS, ETC.35.WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THEENGINEERING GEOLOGIST AND SOIL ENGINEER, THE SOIL ENGINEER WILL SUBMIT DESIGN, LOCATION ANDCALCULATIONS TO THE DIRECTOR OF DEVELOPMENT SERVICES PRIOR TO CONSTRUCTION. THEENGINEERING GEOLOGIST AND SOIL ENGINEERING WILL INSPECT AND CONTROL THE CONSTRUCTION OF THEBUTTRESSING AND CERTIFY TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPONCOMPLETION.36.APPROVAL BY THE CITY BUILDING INSPECTOR DOES NOT PRECLUDE OBSERVATION BY THE GEOTECHNICALENGINEER AND ACCEPTANCE OF REVIEW BY THE GEOTECHNICAL ENGINEER DOES NOT PRECLUDE THEINSPECTION PROCESS BY THE CITY BUILDING INSPECTOR AND ANY OTHER CODE REQUIREMENTS FORINSPECTION.37.PROVIDE A COPY OF DRAINAGE EASEMENTS OR AGREEMENTS ARE REQUIRED WHERE STORM WATER (ROOF ANDSURFACE WATER) CROSSES ADJACENT PROPERTY TO REACH A PUBLIC FACILITY. THE EASEMENT DOCUMENTMUST BE NOTARIZED AND RECORDED WITH ORANGE COUNTY RECORDER'S OFFICE, AND/OR PROVIDE UPDATEDC.C.& R. REGARDING MAINTENANCE OF COMMON DRAINAGE AREAS, DRAINAGE DEVICES AND EASEMENTS.PROVIDE COPY OF RECORDED EASEMENT DOCUMENTS, SUCH AS TENTATIVE TRACT OR PARCEL MAP SHOWINGALL REQUIRED EASEMENTS OR COPY OF C.C. & R DOCUMENTS.38.SITES OVER 1 ACRE IN SIZE ARE REQUIRED TO PREPARE A STORM WATER POLLUTION PREVENTION PLAN(SWPPP) SUBJECT TO THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) APPROVAL. PLEASE SUBMITA COPY TO BE USED FOR REFERENCE.39.PROVIDE “NOI” NOTICE OF INTENT I.D. NUMBER. “THIS WILL BE ISSUED BY REGIONAL WATER QUALITYCONTROL BOARD.” THE NOTICE OF INTENT (NOI) SHOULD BE MAILED TO THE STATE RESOURCES CONTROLBOARD AT THE FOLLOWING ADDRESS:40.STATE WATER RESOURCES CONTROL BOARD DIVISION OF WATER QUALITY41.DIVISION OF WATER QUALITY42.ATTN: STORM WATER PERMIT UNITA.A.BOX 1977A.B.SACRAMENTO, CA 95812-197743.EROSION & SEDIMENT CONTROL PLAN TO INCLUDE BMP DETAILS PER CASQA FACTSHEETS, STABILIZEDCONSTRUCTION ENTRANCE/ EXIT FOR (CASQA TC-1), PERIMETER CONTROL BMPS, MATERIAL STORAGEDETAIL FOR STOCKPILES (CASQA WM-3), AND WASTE MANAGEMENT BMP (CASQA WE-6), ETC.WWW.OCWATERSHEDS.COM44. OBSERVATION, INSPECTION AND/OR TESTING AND REPORT SUBMITTAL SHOULD BE PERFORMED BY THEGEOTECHNICAL CONSULTANT OR HIS REPRESENTATIVE AT EACH OF THE FOLLOWING STAGES AND TO COMPLYWITH ALL THE REQUIREMENTS AND RECOMMENDATION OF THE SOILS REPORT. APPENDIX J.n.SITE PREPARATION, CLEARING, GRUBBING AND REMOVAL FROM THE SITE VEGETATION, TRASH, DEBRISAND ANY DELETERIOUS MATERIALS WITHIN THE CONSTRUCTION SITE.o.EXPOSED SUB-GRADE GROUND SURFACE AFTER OVER EXCAVATION FOR SUITABILITY OR FURTHERPREPARATION TO RECEIVE AND TO SERVE AS STRUCTURAL FILL SUB-GRADE.p.AT THE COMPLETION OF ROUGH GRADING TO CONDUCT ADDITIONAL SAMPLING, LABORATORY TESTING ANDANALYSIS FOR FINAL SOIL PRECISE GRADING OR FOUNDATION DESIGN RECOMMENDATIONS.q. APPROVAL OF ANY IMPORTED FILL MATERIAL USED PRIOR TO IMPORTATION TO SITE.r. REMOVAL OF ALL UNSUITABLE MATERIALS AND SOILS.s. AFTER PRESOAKING BUILDING PAD AND OTHER FLATWORK SUBGRADE AND PRIOR TO POURING SLABS.t. TEMPORARY EXCAVATION.u.DURING PRECISE GRADING/RECERTIFICATION.v.OVEREXCAVATION AND PROCESSING ( I.E. SCARIFYING, MOISTURE CONDITIONING, BACKFILL ANDRECOMPACTING ) OF ALL WEATHERED AND DISTURBED NEAR SURFACE FILL OR NON-FILL SOIL MATERIAL.w.EXPOSED SURFACE OF COMPLETED OVEREXCAVATION.x.AFTER EXCAVATION FOR FOOTINGS OF BUILDINGS, RETAINING WALLS, AND FREESTANDING WALLS, ANDPRIOR TO POURING CONCRETE.y.DURING COMPACTION OF ALL FILLS, AFTER OVER-EXCAVATION.z.SURFACE AND SUBSURFACE DRAINAGE INSTALLATION.aa.FOUNDATION EXCAVATIONS.

SITE
GRADING GENERAL NOTES (CONTINUED):45. GEOTECHNICAL OBSERVATION, AND INSPECTION/TESTING MUST COMPLY WITH ALL THE REQUIREMENTS ANDRECOMMENDATION OF THE SOIL'S ENGINEER. SEE APPENDIX Jab.THE OWNER SHALL EMPLOY THE GEOTECHNICAL ENGINEER OR HIS APPROVED REPRESENTATIVE RESPONSIBLEFOR THE DESIGN, OR ANOTHER GEOTECHNICAL ENGINEER DESIGNATED BY THE GEOTECHNICAL ENGINEER OFRECORD TO PERFORM GEOTECHNICAL OBSERVATION TESTING AS DEFINED IN APPENDIX J TO ENSURECOMPLIANCE OF ALL REQUIREMENTS IN SOILS ENGINEERING REPORT, AND ENGINEERING GEOLOGY REPORT.OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE,CONTRACTOR AND THE BUILDING OFFICIAL. THE GEOTECHNICAL OBSERVER SHALL SUBMIT TO THEBUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYINGANY REPORTED DEFICIENCIES THAT, TO THE BEST OF THE GEOTECHNICAL OBSERVER'S KNOWLEDGE, HAVEBEEN RESOLVED. SEE SOIL'S REPORT.ac.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WRITTEN NOTICE TO THE OFFICE OF THEGEOTECHNICAL ENGINEER WITH AS MUCH NOTICE AS POSSIBLE AND A MINIMUM OF 24 HOURS IN ADVANCEOF THE CONSTRUCTION SCHEDULE IN ORDER TO FACILITATE SCHEDULING OF THE REQUIRED GEOTECHNICALOBSERVATIONS/TESTING.ad.FAILURE TO COMPLETE REQUIRED GEOTECHNICAL OBSERVATION MAY REQUIRE REMOVAL OF ANY FINISHESTHAT HAVE BEEN SUBSEQUENTLY INSTALLED, OR DISASSEMBLY OF THE CONSTRUCTION FOR OBSERVATIONPURPOSES.ae.APPROVAL BY THE CITY BUILDING INSPECTOR DOES NOT PRECLUDE OBSERVATION BY THE GEOTECHNICALENGINEER AND ACCEPTANCE OF REVIEW BY THE GEOTECHNICAL ENGINEER DOES NOT PRECLUDE THEINSPECTION PROCESS BY THE CITY BUILDING INSPECTOR AND ANY OTHER CODE REQUIREMENTS FORINSPECTION.af.REMOVAL AND REPLACEMENT OF ANY MATERIALS AND FINISHES AND/OR DAMAGED BY THE REMOVALPROCESS, OR AS REQUIRED FOR CORRECTIVE ACTION, SHALL BE AT THE CONTRACTOR'S EXPENSE, NOTTHE OWNER, GEOTECHNICAL ENGINEER OR GEOTECHNICAL OBSERVER. ANY REVISIONS OF PLANS NEED THEWET STAMP AND WET SIGNATURE OF RESPONSIBLE CIVIL AND GEOTECHNICAL ENGINEERS, AND SUBMIT TWOSETS OF THESE PLANS TO BE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.46.SHOW ON PLAN AND PROVIDE CROSS SECTION AND CONSTRUCTION DETAILS OF UNDERGROUND DRAIN ANDSURFACE DRAINAGE LAYOUT. THE FINAL POINT OF DISCHARGE FROM WITHIN THE PROPERTY TO ANAPPROVED DRAIN SERVICE OR PUBLIC CURB AND GUTTER, ALLEYS, ETC.47.PRIOR TO THE POURING OF FOUNDATION, FOOTING, SLAB/PAVEMENT OR ISSUANCE OF BUILDING PERMIT,PROVIDE THE FOLLOWING:ag.SOIL'S REPORT FROM THE SOILS ENGINEER TO CERTIFY THE PROPER COMPACTION, EXCAVATION ANDPREPARATION OF SOIL FOR THE FOUNDATION, AND COMPLIANCE WITH ALL THE REQUIREMENTS OF SOILSREPORT SUBMITTED AND ANY ADDENDUM AND/OR SUBSEQUENT SOIL'S REPORT. USE BUILDING DEPARTMENTSTANDARD CERTIFICATION FORM. SOIL'S ENGINEER TO WET STAMP, WET SIGN AND INDICATEEXPIRATION DATE OF HIS LICENSE ON THE CERTIFICATION FORM.ah.ROUGH GRADING CERTIFICATION FROM LICENSED (GRADING) CIVIL ENGINEER. USE BUILDINGDEPARTMENT STANDARD CERTIFICATION FORM. CIVIL ENGINEER TO WET STAMP, WET SIGN AND INDICATEEXPIRATION DATE OF HIS LICENSE ON THE CERTIFICATION FORM.ai.ROUGH GRADING INSPECTION APPROVAL FROM THE CITY.48.WHERE NECESSARY, CHECK DAMS, CRIBBING, RIPRAP, OR OTHER DEVICES OR METHODS SHALL BEEMPLOYED TO CONTROL EROSION AND PROVIDE SAFETY. [CBC J110.2] GRADING GENERAL NOTES (CONTINUED):49.TO PROTECT ADJACENT PROPERTY, PROVIDE PERMANENT EROSION CONTROL MEANS. [CBC J108.3 ]50.DRAINAGE ACROSS PROPERTY LINES SHALL NOT EXCEED THAT WHICH EXISTED PRIOR TO GRADING. EXCESSOR CONCENTRATED DRAINAGE SHALL BE CONTAINED ON SITE OR DIRECTED TO AN APPROVED DRAINAGEFACILITY. EROSION OF THE GROUND IN THE AREA OF DISCHARGE SHALL BE PREVENTED BY INSTALLATIONOF NONEROSIVE DOWN DRAINS OR OTHER DEVICES. [ J109.4]51.ANY TEMPORARY AND PERMANENT DE-SILTING CATCH BASINS, DRAINAGE, SURFACING, SLOPE PLANTING,AND OTHER EROSION, SURFACE WATER, AND FLOOD CONTROL PROTECTIVE DEVICES, INSTALLATIONS, ANDMEASURES TO BE INSTALLED UPON SUCH PROPERTY AS ARE REASONABLY NECESSARY, BASED UPON THETIME OF YEAR DURING WHICH THE WORK WILL BE COMMENCED AND COMPLETED, AND UPON THE MAXIMUMRAINFALL INTENSITY EXPECTED UNDER CONDITIONS OF A 25-YEAR FREQUENCY STORM, TO PREVENT ANYDAMAGE TO ANY PUBLIC OR PRIVATE PROPERTY, INSTALLATIONS AND MEASURES WILL COMPLY WITH THEFULLERTON BUILDING CODE.

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SHEET:2107079
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE PLUMP ENGINEERING, INC. NO PARTOF THESE DOCUMENTS, INCLUDING DESIGN CONCEPT, MAY BE USED, REPRODUCED OR DISCLOSED INANY FORM WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF PLUMP ENGINEERING, INC.

J:\Geotech Development Corporation\C.2107079 - State College Townhomes DCRD CDs\ACAD\2107079C02GR.dwg Mar 15, 2022 - 3:27pmDESIGN BY:DATE:PROJECT NO.5 TTAL/DD/CBTTDRAWN BY:CHECKED BY:BASIS OF BEARINGS:STATE COLLEGE TOWNHOMES245 N. STATE COLLEGE BLVD.FULLERTON, CA 9283103-15-202203-15-2022THE BASIS OF BEARINGS FOR THIS SURVEY IS THECENTERLINE OF RESERVOIR STREET, AS SHOWN ON THERECORD OF SURVEY RECORDED IN BOOK 68, PAGE 47, OFRECORDS OF SURVEY, BEING NORTH 01°29'30" WEST.

GRADING CONSTRUCTION NOTES
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GRADING PLAN
LEGEND:LANDSCAPE AREAPCC DRIVEWAYCONCRETE WALKWAY

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45 SHEET:2107079
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE PLUMP ENGINEERING, INC. NO PARTOF THESE DOCUMENTS, INCLUDING DESIGN CONCEPT, MAY BE USED, REPRODUCED OR DISCLOSED INANY FORM WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF PLUMP ENGINEERING, INC.

J:\Geotech Development Corporation\C.2107079 - State College Townhomes DCRD CDs\ACAD\2107079C03UT.dwg Mar 15, 2022 - 3:27pmDESIGN BY:DATE:PROJECT NO.5 TTAL/DD/CBTTDRAWN BY:CHECKED BY:BASIS OF BEARINGS:STATE COLLEGE TOWNHOMES245 N. STATE COLLEGE BLVD.FULLERTON, CA 9283103-15-202203-15-2022THE BASIS OF BEARINGS FOR THIS SURVEY IS THECENTERLINE OF RESERVOIR STREET, AS SHOWN ON THERECORD OF SURVEY RECORDED IN BOOK 68, PAGE 47, OFRECORDS OF SURVEY, BEING NORTH 01°29'30" WEST.

STORM DRAIN CONSTRUCTION NOTES
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36 UTILITY PLAN

WATER CONSTRUCTION NOTES
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SEWER CONSTRUCTION NOTES
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52NOTE:PROPOSED SEWER LINE TO BE INSTALL ON GARAGE CEILINGNOTE:PROPOSED WATER LINE TO BE INSTALL ON GARAGE CEILINGNOTE:PROPOSED STORM DRAIN LINE TO BE INSTALL ON GARAGECEILING

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LEGEND:PROPOSED LANDSCAPE AREAPROP. PCCPROP. CONCRETE WALKWAYDA BOUNDARYDA-XX,XXX SFXX.XX acDRAINAGE AREA INFORMATIONPROPOSED FLOW DIRECTIONIMPERVIOUS AREAPERVIOUS AREADA130,354 SF (0.70 AC)595 SF (0.01 AC)PERVIOUS AND IMPERVIOUS AREATOTAL30,948 SF (0.71 AC) TREATMENT CONTROL BMP'S:MODULAR WETLANDS UNITSTRUCTURAL CONTROL BMP'S:EFFICIENT IRRIGATION & LANDSCAPE DESIGN WATER QUALITY MANAGEMENT PLAN4SHEET:2107079
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE PLUMP ENGINEERING, INC. NO PARTOF THESE DOCUMENTS, INCLUDING DESIGN CONCEPT, MAY BE USED, REPRODUCED OR DISCLOSED INANY FORM WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF PLUMP ENGINEERING, INC.

J:\Geotech Development Corporation\C.2107079 - State College Townhomes DCRD CDs\ACAD\2107079C04WQ.dwg Mar 15, 2022 - 3:27pmDESIGN BY:DATE: PROJECT NO.5TTAL/DD/CBTTDRAWN BY:CHECKED BY:BASIS OF BEARINGS:STATE COLLEGE TOWNHOMES245 N. STATE COLLEGE BLVD.FULLERTON, CA 9283103-15-202203-15-2022THE BASIS OF BEARINGS FOR THIS SURVEY IS THECENTERLINE OF RESERVOIR STREET, AS SHOWN ON THERECORD OF SURVEY RECORDED IN BOOK 68, PAGE 47, OFRECORDS OF SURVEY, BEING NORTH 01°29'30" WEST.

DA-130,948 SF0.71 acSEE DETAIL BELOW
*MODULAR WETLANDS UNIT:MODEL: MWS-L-4-15REQUIRED FLOWRATE: 0.153 CFSPROVIDED FLOWRATE: 0.175 CFSCALCULATIONS CAN BE FOUND IN WQMP REPORT UNDER"ATTACHMENT G - WORKSHEETS"BMP CROSS-SECTIONS CAN BE FOUND IN WQMP REPORTUNDER "ATTACHMENT C - EXHIBIT" S4MW-1 DETAILSCALE: 1" = 10'

SEE DETAIL BELOW

⅊

STATE COLLEGE BO

REVERE AVENUE
R/W ⅊⅊
SHEET:2107079
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE PLUMP ENGINEERING, INC. NO PARTOF THESE DOCUMENTS, INCLUDING DESIGN CONCEPT, MAY BE USED, REPRODUCED OR DISCLOSED INANY FORM WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF PLUMP ENGINEERING, INC.

J:\Geotech Development Corporation\C.2107079 - State College Townhomes DCRD CDs\ACAD\2107079C05SECT.dwg Mar 15, 2022 - 3:27pmDESIGN BY:DATE:PROJECT NO.5 TTAL/DD/CBTTDRAWN BY:CHECKED BY:BASIS OF BEARINGS:STATE COLLEGE TOWNHOMES245 N. STATE COLLEGE BLVD.FULLERTON, CA 9283103-15-202203-15-2022THE BASIS OF BEARINGS FOR THIS SURVEY IS THECENTERLINE OF RESERVOIR STREET, AS SHOWN ON THERECORD OF SURVEY RECORDED IN BOOK 68, PAGE 47, OFRECORDS OF SURVEY, BEING NORTH 01°29'30" WEST.

SECTION A-A

SECTION C-CSECTION B-B
SECTIONSC055

SECTION E-ESECTION D-D

California Wild
Landscape Architecture
[email protected] | 714.519.1027
245 STATE COLLEGE TOWNHOMES - FULLERTON, CA

GEOTECH DEVELOPMENT CORPORATION
0’ 8’4’ 12’ 16’
Date: 03.10.2022 - 3rd City Submittal scale: 1/8” = 1‘-0” Conceptual Landscape Plan L.1.1 STATE COLLEGE BOULEVARD bike rack with (2) spaces
raised planters
with enhanced finish & accent trees
mail cluster boxes
enhanced paving at entry
and key locations
colored concrete
with topcast finish
exit-only gate
private patios with concrete
paving & low screen fence
raised planters
moveable pottery
with self-watering system
raised planters at private patios
built-in barbecue
with table & chairs
synthetic turf yoga lawn
with built-in bench
private patios with concrete
paving & 6’ ht. privacy fence

PROJECT
ENTRY
a/c units, typical
private patios with concrete
paving & total 6’ ht. privacy fence
potential
transformer
location TBD by dry
utility consultant
street trees

EXISTING RESIDENTIAL

EXISTING COMMERCIAL
A

F E D C B
TOTAL PROJECT LANDSCAPE AREA:
2,858 S.F.

LEVEL 2 OPEN

SPACE DECK ABOVE

SEE ENLARGEMENT
SHEET L.1.2
full width city
sidewalk
evergreen hedge
30”-42” ht. to
screen utilities.
15 gal. Ligustrum or
equivalent
California Wild
Landscape Architecture
[email protected] | 714.519.1027
245 STATE COLLEGE TOWNHOMES - FULLERTON, CA

GEOTECH DEVELOPMENT CORPORATION
Date: 03.10.2022 - 3rd City Submittal
scale: 1/2” = 1‘-0”
0’ 2’1’ 3’ 4’
Rooftop Conceptual Landscape Plan L.1.2
built-in barbecue with sink

PROJECT ENTRY

EXISTING COMMERCIAL
dining table
overhead structure per architect

ELEVATOR STAIRS
planters with vines
California Wild
Landscape Architecture
[email protected] | 714.519.1027
245 STATE COLLEGE TOWNHOMES - FULLERTON, CA

GEOTECH DEVELOPMENT CORPORATION
0’ 8’4’ 12’ 16’
Date: 03.10.2022 - 3rd City Submittal scale: 1/8” = 1‘-0” Conceptual Planting Plan L.2.1 STATE COLLEGE BOULEVARD

EXISTING RESIDENTIAL

EXISTING COMMERCIAL
A

F E D C B

PROJECT
ENTRY
LEVEL 2 OPEN

SPACE DECK ABOVE

SEE BOTTOM LEFT
LEVEL 2 OPEN SPACE DECK

TREE PLANTING LEGEND
STREET TREES - 24” BOX MIN. SIZE
Selection to be coordinated with City Arborist
ONSITE TREES - 24” BOX MIN. SIZE
Arbutus ‘Marina’ Hybrid Strawberry tree
Dracaena draco Dragon tree
Dracaena marginata Dragon tree
Laurus nobilis Bay laurel
Olea europaea Olive - Fruiting & Fruitless Varieties Podocarpus gracilior Fern Pine
Rhus lancea African sumac
Tristania laurina Water gum

SHRUB PLANTING LEGEND
SHRUBS - 1 GAL. MIN. SIZE
Acacia cognata ‘Cousin It’ Cousin It Acacia
Aeonium urbicum Salad bowl
Agave attenuatta Foxtail Agave
Agave ‘Blue Flame’ Blue Flame Agave
Asparagus densiflorus ‘myersii’ Asparagus fern
Carex divulsa European Sedge
Chrondropetalum tectorum Cape Rush
Cordyline ‘Soledad’ Soledad Cordyline
Dianella revoluta ‘Little Rev’ Little Rev Flax Lily
Dianella tasmanica ‘variegata’ Variegated Flax Lily

SHRUB PLANTING LEGEND, CONTINUED
SHRUBS - 1 GAL. MIN. SIZE
Juncus patens Gray rush
Muhlenbergia rigens Deergrass
Olea europaea ‘Little Ollie’ Little Ollie Olive
Pittosporum ‘Compactum’ Compact pittosporum
Pittosporum ‘Golf Ball’ Golf Ball pittosporum
Rosmarinus ‘Huntington Carpet’ Rosemary
Sansevieria trifasciata Snake plant
Sesleria autumnalis Autumn Moor Grass
Westringia fruticosa ‘Smokey’ Coast rosemary
Zamia furfacia Cardboard palm

California Wild
Landscape Architecture
[email protected] | 714.519.1027
245 STATE COLLEGE TOWNHOMES - FULLERTON, CA

GEOTECH DEVELOPMENT CORPORATION
Date: 03.10.2022 - 3rd City Submittal
Plant Palette - Trees L.2.2
Hybrid Strawberry tree
Arbutus ‘Marina’
Dragon tree
Dracaena marginata
Bay laurel
Laurus nobilis
Fern Pine
Podocarpus gracilior
Olea europaea
Olive - Fruiting & Fruitless Varieties
Water gum
Tristania laurina
Dragon trees
Dracaena draco
African sumac
Rhus lancea
California Wild
Landscape Architecture
[email protected] | 714.519.1027
245 STATE COLLEGE TOWNHOMES - FULLERTON, CA

GEOTECH DEVELOPMENT CORPORATION
Date: 03.10.2022 - 3rd City Submittal
Plant Palette - Shrubs L.2.3
Cape Rush
Chrondropetalum tectorum
European Sedge
Carex divulsa
Golf Ball pittosporum
Pittosporum ‘Golf Ball’
Coast rosemary
Westringia fruticosa ‘Smokey’
Rosemary
Rosmarinus ‘Huntington Carpet’
Variegated Flax Lily
Dianella tasmanica ‘variegata’
Compact pittosporum
Pittosporum ‘Compactum’
Little Ollie Olive
Olea europaea ‘Little Ollie’
Cousin It Acacia
Acacia cognata ‘Cousin It’
Little Rev Flax Lily
Dianella revoluta ‘Little Rev’
Blue Flame Agave
Agave ‘Blue Flame’
Cardboard palm
Zamia furfacia
Snake plant
Sansevieria trifasciata
Autumn Moor Grass
Sesleria autumnalis
Foxtail Agave
Agave attenuatta
Aeonium urbicum
Salad bowl
Asparagus fern
Asparagus densiflorus ‘myersii’
Soledad Cordyline
Cordyline ‘Soledad’
Waxleaf Privet
Ligustrum japonicum ‘Texanum’

WQ PLANT

WQ PLANT
WALL AND FENCE LEGEND:
6' HT. MAX. BLOCK WALL

SPLITFACE CMU BLOCK BY ORCO OR EQUIVALENT
RAISED PLANTER - HEIGHT VARIES 24" TO 48"

BURNISHED CMU BLOCK

BY ORCO OR EQUIVALENT
RAISED PLANTER - 42" HEIGHT

BURNISHED CMU BLOCK

BY ORCO OR EQUIVALENT
SCREEN FENCE - 6' HEIGHT TOTAL

WOOD - NATURAL, COMPOSITE, OR ALUMINUM
RAISED PLANTER - HEIGHT VARIES 24" TO 48"

BOARDFORM CONCRETE

CONCRETE PER CONTRACTOR
E&F, L.5
DETAIL
B, L.5
B, L.5
A, L.5
C&D, L.5
F
E
California Wild
Landscape Architecture
[email protected] | 714.519.1027
245 STATE COLLEGE TOWNHOMES - FULLERTON, CA

GEOTECH DEVELOPMENT CORPORATION
0’ 8’4’ 12’ 16’
Date: 03.10.2022 - 3rd City Submittal scale: 1/8” = 1‘-0” Conceptual Landscape Wall & Fence Plan L.3.1 STATE COLLEGE BOULEVARD

EXISTING RESIDENTIAL

EXISTING COMMERCIAL
A

F E D C B
Wall & Fencing / Gate per Architect
exit-only gate per architect
LEVEL 2 OPEN

SPACE DECK ABOVE

SEE ENLARGEMENT
SHEET L.1.2

PROJECT
ENTRY
6' MAX

PROPERTY LINE
36" MAX.
(VARIES PER CIVIL)
4"
42" MIN.
6' MAX.

PER
STRUCTURAL ENG.

PER
STRUCT.

RAISED PLANTER
WITH BOARDFORM FINISHB 1" = 1'-0" RAISED PLANTER
WITH CMU BLOCKA 1" = 1'-0"

WOOD SCREEN FENCEDPERIMETER BLOCK WALL
CONCEPTUAL SECTIONE 1" = 1'-0" 1" = 1'-0" WOOD SCREEN FENCE ON PLANTER WALLC 1" = 1'-0"
6' MAX

HEIGHT VARIES
24"-48"

FINISHED SURFACE

POURED IN PLACE

BOARDFORM

CONCRETE WALL

FINISHED SURFACE

CMU BLOCK

WITH BURNISHED
FINISH

CMU CAP

WITH BURNISHED
FINISH

FINISHED SURFACE

HORIZONTAL

WOOD SLATS

METAL POSTS

FINISHED SURFACE

HORIZONTAL

WOOD SLATS

METAL POSTS

WALL PER PLAN

NEIGHBOR
SIDE

PROJECT
SIDE

CMU CAP

PRECISION FINISH

CMU BLOCK

SPLITFACE FINISH

PERIMETER BLOCK WALL
ELEVATIONF 1" = 1'-0"

CMU CAP

PRECISION FINISH

CMU BLOCK

SPLITFACE FINISH
6' MAX.

NEIGHBOR
SIDE
California Wild
Landscape Architecture
[email protected] | 714.519.1027
245 STATE COLLEGE TOWNHOMES - FULLERTON, CA

GEOTECH DEVELOPMENT CORPORATION
Date: 03.10.2022 - 3rd City Submittal
Conceptual Landscape Wall & Fence Elevations L.3.2

5 Hutton Centre Drive, Suite 300 • Santa Ana, CA 92707 • T: 714.751.7373 • F: 714.545.8883

MEMORANDUM
February 9, 2023

To: From:

Edgardo Caldera
Senior Planner
City of Fullerton
Alia Hokuki, AICP
Senior Project Manager
Psomas

Subject: Substantial Evidence for Notice of Exemption for the State College Townhomes Project

SECTION 15332, IN-FILL DEVELOPMENT (CLASS 32) CRITERIA
Section 15332, In-Fill Development Projects (Class 32), applies to the proposed State College Townhomes Project (Project). Class 32 consists of environmentally benign infill projects that are consistent with the General Plan and Zoning designations and requirements. This class of projects are characterized as in-fill development meeting the following conditions:
a. The project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations. b. The proposed development occurs within city limits on a project site of no more than five acres substantially surrounded by urban uses.
c. The project site has no value as habitat for endangered, rare, or threatened species. d. Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality.
e. The site can be adequately served by all required utilities and public services.

PROJECT DESCRIPTION
The proposed Project involves construction of 25 two‐story multi‐family rental units, over one level of subterranean garage parking in the City of Fullerton (City). The Project utilizes density bonus and will dedicate three units to very low‐income households. The proposed residences consist of four 3‐bedroom units, eight 3‐bedroom plus private roof deck units, and thirteen 2‐bedroom units all with private outdoor terraces.

The 0.71-acre Project site is located at 245 North State College Boulevard within an urbanized portion of the City. The Project site is currently developed with two single‐story residential structures and one accessory structure. Access to the property is off State College Boulevard. The Project site is bound to the west and south by single-family residential properties, to the north by a commercial restaurant/parking lot, and to the east by State College Boulevard.

CITY OF FULLERTON GENERAL PLAN LAND USE MAP AND GUIDELINES The City’s Zoning designation for the Project site is Garden-Type Multiple-Family Residential (R-G) (City of Fullerton 2022a).

Land Use: The City’s General Plan, The Fullerton Plan, allows for the development of a variety of residential land uses within R-G designation, including but not limited to Single Family, Two Family, and Edgardo Caldera,
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Multi-family housing (City of Fullerton 2012). The Project proposes development of multi-family housing, consistent with this designation.

Density: The Fullerton Plan specifies a maximum density of 15.1 dwelling units (DU)/Acre for developments within R-G Zones; however, the Project would utilize a density bonus, dedicating three units to very low‐income households. Without a density bonus, the Project would be allowed to develop 19 units with subterranean parking; however, the density bonus, a 35 percent density increase, allows for the development of up to 26 units. The Project currently proposes development of 25 units, consistent with the allowable density for the Project site.

Lot Coverage: The R-G Zoning allows for 60 percent maximum lot coverage. The Project with a total square footage of 17,527 within the 30,947-square-foot site represents a 56.6 percent coverage of the Project site. This is consistent with the maximum allowable lot coverage identified in The Fullerton Plan.

Open Space: The Fullerton Plan requires projects to provide 800 square feet (sf) of open space for each 2-bedroom unit and 1000 sf for each 3-bedroom unit; as proposed, this would require a total of 22,400 sf of open space for the Project. However, as part of the Project’s density bonus, the Project, has requested a reduction of 29 percent in open space requirements (i.e., 6,496 sf) resulting in a requirement of 15,904 sf.

As proposed, the Project would provide a total of 15,930 sf of open space. This would be consistent with the open space requirements specific to the proposed Project.

Height: The maximum allowable building height for R-G Zoned developments is 20 ft/1 story if within 50 ft of R-1 property. While the Project site is within 50 ft of R-1 property, the Project’s density bonus includes an incentive allowing for maximum building height of 2 stories The Project proposes 25 two- story residential units, consistent with the allowable height specific to the proposed Project.

Parking: The City’s parking requirements for projects within R-G Zones of the City are 1.75 garage spaces plus 0.75 space open guest parking for 2-bedroom unit and 2 garage spaces plus 1 space open guest parking for units with 3 or more bedrooms. However, as part of the Project’s density bonus, Project’s specific parking requirements are as follows:
• 2 Spaces Per 2- or 3-Bedroom Unit: 22 units X 2 spaces = 44 Spaces • 0.5 Spaces Per Very Low-Income Unit: 3 units X 0.5 space = 1.5 Spaces • Total Spaces Required per Density Bonus: 46 Spaces
The proposed Project will provide a total of 56 assigned parking spaces and 6 guest parking spaces, exceeding the parking requirements applicable to the Project.

As described above, there would be no conflict with City land use designation, requirements, and development standards.

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SECTION 15300.2–EXCEPTIONS CRITERIA
Categorical Exemptions are subject to the additional conditions described in Section 15300.2, Exceptions, of the State CEQA Guidelines, as follows:

Location
“(a) Location. Classes 3, 4, 5, 6, and 11 are qualified by consideration of where the project is to be located – a project that is ordinarily insignificant in its impact on the environment may in a particularly sensitive environment be significant. Therefore, these classes are considered to apply all instances, except where the project may impact on an environmental resource of hazardous or critical concern where designated, precisely mapped, and officially adopted pursuant to law by federal, state, or local agencies.”
This exception is not applicable to the Class 32 Categorical Exemption. Nevertheless, it is noted the Project site does not contain a designated, mapped, or adopted environmental resource of hazardous or critical concern.

Cumulative Impacts
“(b) Cumulative Impact. All exemptions for these classes are inapplicable when the cumulative impact of successive projects of the same type in the same place, over time is significant.” Based on review of the City Planning Department’s active development projects and the City’s Public Works Department’s Capital Improvement Projects under construction, there are no active development projects within one-half mile of the Project site (City of Fullerton 2020, City of Fullerton 2023a).

However, there are two planned or active capital improvement projects within 1 mile of the Project site.

Additionally, based on a review of the City Planning Department’s list of development activity in the City, there is one project within one-half mile of the Project site currently undergoing plan check engineer review and there are two projects within one mile of the Project site either undergoing plan check engineer review or pending construction (City of Fullerton 2023b). Cumulative project locations, types, and status are detailed in Table 1 below.

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TABLE 1

DEVELOPMENT PROJECTS IN THE CITY OF FULLERTON

Name Location
Distance from
Project Site Development Type Status
Hub Fullerton 2601, 2701, and 2751
E Chapman Avenue

0.4 mile northeast Student Oriented
Housing
Undergoing Plan Check
Engineer Review
Goodman Logistics 2001 E Orangethorpe
Avenue

0.8 mile southwest Industrial Development Entitlements are Complete
Orangethorpe Avenue
– State College to
Placentia Avenue*
Orangethorpe Avenue
– State College to
Placentia Avenue

0.9 mile south Infrastructure Design Phase
Orangethorpe Avenue
WMR – Acacia to
State College*
Orangethorpe Avenue
WMR – Acacia to
State College

0.9 mile south Infrastructure Construction Phase
Rexford Via Burton
Fullerton Project
1901 Via Burton 1 mile southwest Industrial Development Undergoing Plan Check Engineer Review
*Capital Improvement Project
Source: City of Fullerton
While four of the five projects listed above, are more than one-half mile from the site, the Hub Fullerton Project is less than one-half mile from the Project site. However, given that construction activities of the Project and the Hub Fullerton Project are not anticipated to occur concurrently and that the Project would result in nominal increase in vehicular trips long-term, the Project contribution to potential cumulative impacts would be less than significant.

Significant Effects (unusual circumstances)
“(c) Significant Effect. A categorical exemption shall not be used for an activity where there is a reasonable possibility that the activity will have a significant effect on the environment due to unusual circumstances.”
The Project would not have a significant effect on the environment due to unusual circumstances, as demonstrated below. Neither the Project site, nor the proposed Project, has any features or characteristics that would distinguish it from other in-fill projects in an urban environment; therefore, there are no unusual circumstances. Also, the Project-related construction activities will occur within the construction staging area and not impact surrounding area.

Implementation of the proposed Project would involve demolition of the existing residential buildings and removal of ornamental vegetation. Construction-related excavation would not disturb existing utility infrastructure. The proposed Project would connect to existing sewer and water utilities while protecting all existing utility facilities. Additionally, replacement of old sewer lateral and water main and restoring paving to existing conditions will occur as conditions to the Project. The construction contractor would be required to take precaution to protect all existing facilities and utilities; would not perform any work that would interfere or damage existing service; and would provide all measures necessary to protect existing structures during construction (e.g., bracing, shoring) during all construction phases. Upon completion of construction, all disturbed pavement areas would be restored to pre-construction conditions. The potential impacts related to Section 15332, In-Fill Development (Class 32) Criteria, are discussed below:

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• The Project would result in limited short-term construction-related air quality and GHG emissions related to construction activities. The types and numbers of construction equipment used during construction would be limited given the size of the Project site; therefore, construction activities are not expected to exceed regional or local significance thresholds established by the South Coast Air Quality Management District (SCAQMD) or any applicable draft GHG thresholds promulgated by the SCAQMD Working Group. The Project would not result in a wasteful or inefficient use of energy.
• The Project site is developed and surrounded by a mix of urban land uses and ornamental landscaping, which provide minimal foraging habitat for common animal species that are typically found in urban area. Thus, the Project site does not contain any habitat suitable for special status plant and animal species. Further, review of the U.S. Fish and Wildlife Service’s (USFWS’) Critical Habitat for Threatened and Endangered Species shows the nearest critical habitat is located approximately 1.16 miles to the northwest the Project site (USFWS 2023a).

Various residential, commercial, and institutional land uses lie between the Project site and the nearest critical habitat; therefore, the Project would not have an impact on federally listed Threatened or Endangered plant or wildlife species, nor would it result in removal of any federally designated critical habitat. Review of the U.S Fish and Wildlife Service’s National wetlands inventory indicates that there are no riparian habitat or wetlands located on the Project site, nor will any be affected by the Project (USFWS 2023b). The Project site is situated in a developed urban area and does not function as a wildlife corridor or native wildlife nursery site. • As described previously, the Project site is in an urban area and developed with two single‐story, single-family residential structures and one accessory structure. In the existing condition, shallow soils underlying the site are likely comprised of artificial fill, which may not contain cultural resources (i.e., archaeological, buried historical, paleontological, or tribal cultural). In light of the proposed subterranean garage, excavation may reach the depths not previously disturbed.

However, the Project would be required to comply with Condition of Approval (COA) CR-1 and COA TCR-1 (State Health and Safety Code Section 7050.5) from The Fullerton Plan Program Environmental Impact Report (PEIR) to ensure no impacts to paleontological, archeological, or cultural resources would occur during excavation (City of Fullerton 2012). o COA CR-1: In the event that cultural resources (archaeological, historical, paleontological) resources are inadvertently unearthed during excavation and grading activities of any future development project, the contractor shall immediately cease all earth disturbing activities within a 100-foot radius of the area of discovery. If not already retained, the project proponent shall retain a qualified professional (i.e., archaeologist, historian, architect, paleontologist, Native American Tribal monitor), subject to approval by the City of Fullerton, to evaluate the significance of the finding and appropriate course of action. If avoidance of the resource(s) is not feasible, salvage operation requirements pursuant to Section 15064.5 of the CEQA Guidelines shall be followed. After the find has been appropriately avoided or mitigated, work in the area may resume. o COA TCR-1: If human remains are encountered during the conduct of ground-disturbing activities, State Health and Safety Code Section 7050.5 states that no further disturbance shall occur until the County Coroner has made a determination of origin and disposition of the materials pursuant to Public Resources Code Section 5097.98. The provisions of Section 15064.5 of the CEQA Guidelines shall also be followed. The County Coroner must be notified of the find immediately. If the remains are determined to be prehistoric, Edgardo Caldera,
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the Coroner will notify the Native American Heritage Commission (NAHC). The NAHC will determine and notify a Most Likely Descendent (MLD). With the permission of the landowner or his/her authorized representative, the MLD may inspect the site of the discovery. The descendent must complete the inspection within 24 hours of notification by the NAHC. The MLD may recommend scientific removal and nondestructive analysis of human remains and items associated with Native American burials. These requirements shall be included as notes on the contractor specification and verified by the Community Development Department, Building and Permits Division, prior to issuance of grading permits.
• A Limited Geotechnical Report was prepared by Terradyne in April 2021 and is included as Attachment A of this Memorandum. The State of California has established Earthquake Fault Zones for the purpose of mitigating the hazard of fault rupture by prohibiting the location of most human occupancy structures across the traces of active faults. The Project site is not included within an Earthquake Fault Zone as created by the Alquist-Priolo Earthquake Faulting Zone Act (DOC 2022). A review of published geologic literature and maps pertaining to the site vicinity indicates that there are no known or potentially active faults with the potential for surface rupture crossing or projecting towards the site. Additionally, faut rupture through the site is not anticipated. However, because of the high tectonic activity of the region and proximity of the Puente Hills Blind Thrust Fault system and other faults such as the Elsinore Fault system the potential for surface rupture cannot be precluded. It should be noted that the Southern California region is an area of moderate to high seismic risk and it is not considered feasible to render structures fully resistant to seismic related hazards. The Project would comply with the 2022 California Building Code (CBC) and use seismic parameters recommended in the Geotechnical Investigation (ICC 2022, Terradyne 2021).
• A Preliminary Hydrology Report was prepared by Plump Engineering, Inc. in February 2022 and is included as Attachment B of this Memorandum. The existing Project site is graded mostly flat, with the longest flow path being of approximately 280 feet at 0.8 percent slope from northwest to southeast of the property. Storm water discharges out of the existing Project site to the curb and gutter along State College Boulevard. The proposed development would grade the site to storm drains located throughout the site area. The drains would direct the water to the east of the site, facing State College Boulevard. The storm water will be treated by a Modular Wetlands System.

Once the storm water is treated, the stormwater will discharge out of the property to the curb and gutter along State College Boulevard. The entrance ramp to the subterranean parking garage located at the northeast corner of the site will have its storm water collected by a trench drain located at the bottom of the ramp. The trench drain will place the water in detention vaults, which are designed to contain the 100-year, 24-hour storm event runoff of the ramp area. Storm water will be discharged from the detention vaults using pumps. The storm water will eventually make its way to the modular wetlands unit where it will be treated and discharged.

During construction, the contractor would be required to implement erosion control measures to manage sediment and other potential pollutants that could affect water quality. Appropriate Best Management Practices (BMPs) for construction-related materials, wastes, spills, or residues would be implemented to minimize transport from the site to streets, drainage facilities, or adjoining property by wind, runoff, or tracking. The Project would comply with all local, State, and federal Stormwater Pollution Prevention laws and any requirements of the California Regional Water Quality Control Board, Santa Ana Region. Additionally, the Project would comply with all BMPs outlined in the Project’s Water Quality Management Plan prepared by Plump Engineering, included as Attachment C of this memorandum.

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• Construction of the Project would comply with the City’s noise ordinance and be limited to the least noise-sensitive hours of the day per Fullerton Municipal Code Section 15.90.050. Although construction activity would be audible to some of the nearby residences, they would be temporary and occur during the least noise-sensitive parts of the day. Noise levels from construction equipment would also not involve pile drivers or other equipment that exceed the noise level limits established by the City under Fullerton Municipal Code Section 15.90.050. The noise generation would not be considered substantial or adverse. • Based on the City Traffic Engineer, the Project would not exceed the City’s adopted significance criteria for Vehicle Miles Traveled (VMT), and as such would not result in VMT impact. All nearby roads would remain open at all times during the construction, unless approved by the City engineer.
• A Sewer Assessment Report was prepared by Plump Engineering in February 2022 and is included as Attachment D of this Memorandum. The report concluded that the new multi-family development will increase the volume of sewer flows over the existing site condition. As such, the Sewer Assessment Report was submitted to the City’s consultant, Woodward and Curran, for review and sewer model analysis. Based on the sewer model analysis, included as Appendix E, it was concluded that the City-owned sewer system has adequate capacity to accept flows from the proposed Project. Removal and disposal of demolition materials and other construction waste during construction would follow all applicable codes and requirements.

Scenic Highways
“(d) Scenic Highways. A categorical exemption shall not be used for a project which may result in damage to scenic resources, including but not limited to, trees, historic buildings, rock outcroppings, or similar resources, within a highway officially designated as a state scenic highway. This does not apply to improvements which are required as mitigation by an adopted negative declaration or certified EIR.”
The Project would not result in damage to scenic resources, as none exists near or within the viewshed of the Project site. The nearest Eligible or Officially Designated State scenic highway is State Route (SR) 91, which is an Officially Designated State scenic highway and is located approximately 4 miles southeast of the Project site at its nearest point (Caltrans 2023a, Caltrans 2023b). Construction equipment would not be visible by motorists traveling on SR 91 due to the urban built environment surrounding the Project site; the topography of the land; and distance to the Project site. Likewise, the proposed development of 2-story residential structures would not be visible by motorists traveling on SR 91 due to intervening topography, surrounding urban environments, and distance to the Project site. Neither Project construction nor Project operation would create a significant impact pertaining to public views or scenic opportunities.

Hazardous Waste Site
“(e) Hazardous Waste Sites. A categorical exemption shall not be used for a project located on a site which is included on any list compiled pursuant to Section 65962.5 of the Government Code.” The Project site is not located on a site that is included on a list of hazardous materials sites compiled, pursuant to Section 65962.5 of the California Government Code (i.e., Cortese List) (DTSC 2023).

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Historical Resources
“(f) Historical Resources. A categorical exemption shall not be used for a project which may cause a substantial adverse change in the significance of a historical resource.” Based on review of the City of Fullerton Local Register of Historical Resources, the Project site is not identified as a listed or eligible historic resource (City of Fullerton 2021).

R:\Projects\FUL\3FUL020103 - State College\Environmental Documentation\Memorandum\Final\Final Substantial Evidence Memorandum_033123.docx

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REFERENCE
California Department of Transportation (Caltrans). 2023a (January 31, last accessed). State Scenic Highway Map. Sacramento, CA: Caltrans.
https://caltrans.maps.arcgis.com/apps/webappviewer/index.html?id=465dfd3d807c46cc8e805711 6f1aacaa
California Department of Transportation (Caltrans). 2023b (January 11 last accessed). List of Eligible and Officially Designated State Scenic Highways (.xlsx download). Sacramento, CA: Caltrans. https://dot.ca.gov/programs/design/lap-landscape-architecture-and-community-livability/lap-liv-i- scenic-highways
Department of Toxic Substances Control (DTSC). 2023 (January 31, last accessed). Cortese List Data Resources, List of Hazardous Waste and Substances sites from Department of Toxic Substances Control (DTSC) EnviroStor database. Sacramento, CA: CalEPA. https://calepa.ca.gov/sitecleanup/corteselist/.

Department of Conservation (DOC). 2022. Earthquake Zones of Required Investigation. Sacramento, CA:

Department of Conservation. https://maps.conservation.ca.gov/cgs/EQZApp/ Fullerton, City of. 2023a. (January 31, last accessed). City of Fullerton Capital Improvement Projects.

City of Fullerton Public Works. Fullerton, CA: Fullerton. https://www.cityoffullerton.com/government/departments/public-works/capital-improvement- program
Fullerton, City of. 2023b. (January 31, last accessed). City of Fullerton Project Listing. City of Fullerton Planning Department. Fullerton, CA: Fullerton. Fullerton, City of. (2023a). (January 31, last accessed). City of Fullerton Capital Improvement Projects. City of Fullerton Public Works.

Fullerton, CA: Fullerton. https://www.cityoffullerton.com/government/departments/public- works/capital-improvement-program
Fullerton, City of. 2022. (January 31, last accessed). Fullerton, California Municipal Code. Fullerton, CA:

Fullerton. https://codelibrary.amlegal.com/codes/fullerton/latest/fullerton_ca/0-0-0-1 Fullerton, City of. 2021 (February 25). City of Fullerton Register of Historical Resources. Fullerton, CA:

Fullerton
https://www.cityoffullerton.com/home/showpublisheddocument/5376/637673111878500000 Fullerton, City of. 2020. (January 31, last accessed). City of Fullerton Development Activity. Fullerton, CA: Fullerton. https://www.cityoffullerton.com/government/departments/community-and- economic-development/planning-zoning/development-activity Fullerton, City of. 2012. (January 31, last accessed). The Fullerton Plan. Fullerton, CA: Fullerton. https://www.cityoffullerton.com/government/departments/community-and-economic- development/planning-zoning/general-plan/the-fullerton-plan International Code Council (ICC). 2022 (July), 2022 California Green Building Standards Code:

California Code of Regulations, Title 24, Part 11. Washington, D.C. https://codes.iccsafe.org/content/CAGBC2022P1/copyright Edgardo Caldera,
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U.S. Fish and Wildlife Service (USFWS). 2023a (January 30, access date). Critical Habitat for Threatened and Endangered Species. Washington, D.C.: USFWS. https://fws.maps.arcgis.com/home/webmap/viewer.html?webmap=9d8de5e265ad4fe09893cf75b8 dbfb77=
U.S. Fish and Wildlife Service (USFWS). 2023b (January 30, access date). National Wetlands Inventory.

Washington, D.C.: USFWS. https://fwsprimary.wim.usgs.gov/wetlands/apps/wetlands-mapper/

City Council - Successor Agency - Housing AuthorityJuly 18, 2023

City Council - Successor Agency - Housing Authority
July 18, 2023