2.D.5 PROJECT PLANS — Placentia City Council, June 6, 2023

VIS'JAR OSE

PLACENTIA, CALIFORNIA

SHEET INDEX
A-1 COVER PAGE
A-2 NEIGHBORHOOD RENDERING
A-3 CLUSTER FIRST FLOOR PLAN
A-4 CLUSTER SECOND FLOOR PLAN
A-5 PLAN ONE ELEVATION A
A-6 PLAN ONE ELEVATION B
A-7 PLAN ONE ELEVATION C
A-8 PLAN ONE FLOOR PLAN
A-9 PLAN ONE SECTIONS
A-10 PLAN ONE ROOF PLANS
A-11 PLAN TWO 1 ELEVATION A
A-12 PLAN TWO 1 ELEVATION B
A-13 PLAN TWO 1 ELEVATION C
A-14 PLAN TWO 1 FLOOR PLAN
A-15 PLAN TWO 1 SECTIONS
A-16 PLAN TWO 1 ROOF PLANS
A-17 PLAN THREE 1 ELEVATION A
A-18 PLAN THREE 1 ELEVATION B
A-19 PLAN THREE 1 ELEVATION C
A-20 PLAN THREE X I ELEVATION A
A-21 PLAN THREE 1 FLOOR PLAN
A-22 PLAN THREE X 1 FLOOR PLAN
A-23 PLAN THREE 1 SECTIONS
A-24 PLAN THREE 1 ROOF PLANS
A-25 PLAN FOUR ELEVATION A
A-26 PLAN FOUR ELEVATION B
A-27 PLAN FOUR ELEVATION C
A-28 PLAN FOUR FLOOR PLAN
A-29 PLAN FOUR SECTIONS
A-30 PLAN FOUR ROOF PLANS

COLOR SCHEME EXHIBITS
C-1
C-2
C-3

VESTING TENTATIVE TRACT MAP

SITE PLAN

VESTING TENTATIVE TRACT MAP

SITE PLAN

VESTING TENTATIVE TRACT MAP

SITE PLAN
Toll Brothers

AMERICA'S LUXURY HOME BUILDER
A-1

04.1 1.2023
`Toll `Brothers

NEIGHBORHOOD RENDERING
VISTA ROSE 1 TOLL BROTHERS

A-2
0' 4' 8'
SCALE: 1 /4" = 1'
wood ley
architectural
group,inc
colorado // 731 southpark dr. suite B
Littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919

`Toll `Brothers

BEDROOM
10'-2" x 1 1 '-8"
—\

04.1 1.2023
2011 'Brothers

PRIMARY

BEDROOM
0 OPEN TO
BELOW
OPT LOFT/ BED. 5/

BONUS ROOM
DNI
c•

FIRST FLOOR

SECOND FLOOR

TOTAL LIVING
840 SQ. FT.
1019 SQ. FT.
1859 SQ. FT.

L
A A
11 11
11 11
1 1 1
1 1 1
1 1 / 1
1 / 1
1 / 1
1 1 1
1 1 1
2 -BAY GARAGE
�� 11 18'-1 " x 211-7" �� 1►
1 1 1 1
i 1 i 1
1 / 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1
1 1 1 1

L J L J
41'-0"
r
CI°
00 a O
-n
PLAN ONE 1 1859 SQ. FT.

VISTA ROSE 1 TOLL BROTHERS

PLACENTIA, CALIFORNIA

KITCHEN
I
—�I
DYW
NIN
-0" x 13' -
PORCH
LJ
1 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.

PANTRY
CAL. LIVING
SPACE
-5' x 1 1'-5'
4 I
Q

GREAT ROOM
1 '-0" x 131-D"
BEDROOM 4
1 1'-0" x 10'-1"
woodley
A-8 architectural
group,inc
0' 4' 8' Colorado /1 731 southpark dr. suite B
Littleton, co 80120 / 303 683.7231
california /1 2943 pullman st. suite A
SCALE: 1 /4" = 1' santa ana, ca 92705 / 949 553.8919

`Toll `Brothers

5:12
5:12
1 ELEVATION A

04.1 1.2023
2011 'Brothers
CV
5:12
5:12
1 Cri

3.5:12
CV
J
scale: 1/8"=11
1 CV
5:12
5:12
1 3.5:12
CA
Cri
r r
1 1
I 1
I 1
1 1 3.5:12
5:12
I 1
I 1
I 1
5:12
4:12
1 5:12
5:12
N
CV
scale: 1/8"=1' scale: 1/8"=1'

ELEVATION B ELEVATION C

PLAN ONE

VISTA ROSE I

I ROOF PLANS

TOLL BROTHERS

PLACENTIA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS dOw
•
woodley
A- 1 0 architectural
group,inc
0' 4' 8' Colorado // 731 southpark dr. suite B
Littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
SCALE: 1 /4„ = 1 ' santa ana, ca 92705 / 949 553.8919
•

`Toll `Brothers

04.1 1.2023
r
0 2011 'Brothers
LOFT
13'-1" x 12'-1"
OPT BED. 5/

BONUS ROOM
BEDOOM
1 1'-1" x 9'-1 1"

OPEN TO
BELOW
10 PRIMARY

BEDROOM
1 1'-E" x 10'-1"

FIRST FLOOR

SECOND FLOOR

TOTAL LIVING
885 SQ. FT.
1238 SQ. FT.
2123 SQ. FT.

T
CAL. LIVING
SPACE
,14'-5" x 10'-9"
1 11
ii
1 1
/ 1
I / I
BI{ GARAGE,
119'-1" x 2F-0"
I
i I i 1
i 1 i
1 / 1
1 / 1
1 1 / 1
i 1 i 1
1 / 1
1 1 1 1

L J L J
PLAN TWO 1 2123 SQ. FT.

VISTA ROSE 1 TOLL BROTHERS

PLACENTIA, CALIFORNIA
40'-0"
•
■
REF
=

KITCHEN
1 UP
I I
PORCH
I I
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. oO
o
'
oa ,
o0
1 \Z
1/0 \
4cE:

GREAT ROOM
16'-3" x 13'-7'
BEDROOM 4
1 1'-E" x 10'-1"
A-1 4
0' 4' 8'
SCALE: 1 /4" = 1 '
0 N
•
•
woodley
architectural
group,inc
colorado // 731 southpark dr. suite B
Littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919

`Toll `Brothers

r
4:12
5:12
-r
5:12
4,12
5:12
I
I 'v.`
L---_ a
=i1
L

ELEVATION A

04.1 1.2023
2011 'Brothers
scale: 1/8"=1'
1 CV
4:12
5:12
I I
I I
4:12
5:12
5:12
L
F ---
5:12
scale: 1 /8"=1' scale: 1/8"=1'

ELEVATION B ELEVATION C
PLAN TWO 1 ROOF PLANS
VISTA ROSE 1 TOLL BROTHERS

A- 1 6
0' 4' 8'
SCALE: 1 /4" = 1 '
•
•
woodley
architectural
group,inc
1 colorado // 731 southpark dr. suite B
Littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919

`Toll `Brothers

2011 'Brothers

EDROOM101x 1182
LAU
0 --
i
I D 11
1 u
W

04.1 1.2023
2011 'Brothers
L o J
0 LINEN
LOFT
10'-4" x 17'-0'
OPT BED. 5/

BONUS ROOM
1 t
DN
(I
0 OPEN TO
BELOW

PRIMARY

BEDROOM

FIRST FLOOR

SECOND FLOOR

TOTAL LIVING
41'-0"
1 1
923 SQ. FT.
1272 SQ. FT.
2195 SQ. FT.

I 1 I 1
, , , ,
2 -AY GAJAE
I 20'-8" x 20'-11" 1
i
/ 1 1 1
1 1 1 1
I 1
/ I
1 1 / 1

L J L J
PLAN THREE 1 2195 SQ. FT
•
VISTA ROSE 1 TOLL BROTHERS

PLACENTIA, CALIFORNIA
PANTR"
J
CAL. LIVING
SPACE
1!
1 Iw
1 IG II
I II

KITCHEN
(1
UP
ININ
-0" x 13':

GREAT ROOM
14'-6" x 17'-0"
1 3
3 BEDROOM 4
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.

A-2 1
0' 4' 8'
SCALE: 1 /4" = 1 '
•
•
woodley
architectural
group,inc
colorado /1 731 southpark dr. suite B
Littleton, co 80120 / 303 683.7231
california /1 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919

04.1 1.2023
EDROOM 2
10'-1" x 1 1' 8"
\ W
LAU
L
0 __-- _- __--_- _
I D 11 W
I 11 I

LI- - - JL - - J
L
LINEN
LOFT
10'-4" x 17'-0'
OPT BED. 5/

BONUS ROOM
2011 'Brothers
DN
L _ _
U

OPEN TO
BELOW
1 PRIMARY

BEDROOM
19'-6" x 12'-6"
0 FIRST FLOOR

SECOND FLOOR

TOTAL LIVING
923 SQ. FT.
1272 SQ. FT.
2195 SQ. FT.
1 2 -BAY GARAGE
r
PLANTHREE-X 1 2195 SQ. FT.

VISTA ROSE 1 TOLL BROTHERS

PLACENTIA, CALIFORNIA
20'-8" x 20'-11"
41'-0"
PANTR"
r — — n
I I I!
1 Iw II
1 IG II
I I II
L _ L — L
CAL. LIVING
SPACE
13'-2" x 9'-8''

KITCHEN
1 0 1
Ol
O o I
DXN
— -
1 " — — —
—sT l
TUP
l�

GREAT ROOM
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. 3 a
3 3
A-22
0' 4' 8'
SCALE: 1 /4" = 1 '
•
•
dip
•
woodley
architectural
group,inc
colorado // 731 southpark dr. suite B
Littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919

2011 'Brothers

r
5:12
5:12
1 1
1 1
1 1
r�
I�
IIL_,
I
1 1
1 1
L
- 1�
5:12
I 5:12
I
L L
J

ELEVATION A & A -X

04.1 1.2023
2011 'Brothers
R12 w
LT,
U U
4-
7 1

PROPERTY LINE
CV
SECOND
SM
1 MEDII
scale: 1/8"=11
4 5:12
5:12
r
5:12
5:12
L
1 IL
1 + 1
_ 1
I ;
LJAL
- 1\
1 5:12
1 5:12

3.5:12
L
i1
scale: 1/8"=1' scale: 1/8"=1'

ELEVATION B ELEVATION C
PLAN THREE 1 ROOF PLANS
VISTA ROSE 1 TOLL BROTHERS

PLACENTIA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS •
woodley
A-24 architectural
group,inc
0' 4' 8' Colorado // 731 southpark dr. suite B
Littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
SCALE: 1 /4„ = 1 ' santa ana, ca 92705 / 949 553.8919
•

2011 'Brothers

`Toll `Brothers

1 -

PRIMARY

BEDROOM

04.1 1.2023
2011 'Brothers
LOFT
- DN
r
LOFT
1 1 '-7" x 14'- 9"
OPT BED. 5/

BONUS ROOM/

PRIMARY RETREAT
-Al---A
1 W II D
I II I
to
LAU
•

BEDROOM
111-1" x 10'-2"

OPEN TO
BELOW
J

FIRST FLOOR

SECOND FLOOR

TOTAL LIVING

KITCHEN
983 SQ. FT.
1272 SQ. FT.
2255 SQ. FT.
= a
— � 'ill
Oal� N �
---l.�
40'-0"
•
11 11
�1 1
1 / 1
/ 1
1 / 1
1 1 1
11 1 i 1
2 -BAY GARG�
l 18'-8" x 21'-1"/ 1
i
I 1 1 1
i 1 / 1
i 1 / 1
1 / 1

L J L J
PLAN FOUR 1 2255 SQ. FT.

VISTA ROSE 1 TOLL BROTHERS

PLACENTIA, CALIFORNIA
■
biNING
-3"x12'4"
I
I I 1
1 I O Q "UP
I I
CALL I IVINC;
SPACE
111 X 6' 7
O

GREAT ROOM
15'-0" x 14'-6"
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.

PORIH
II
I I
I I
I I
I I
I I
Woodley
,q-28 architectural
group,inc
0' 4' 8' colorado /1 731 southpark dr. suite B
Littleton, co 80120 / 303 683.7231
california /1 2943 pullman st. suite A
SCALE: 1/4" = 1' santa ana, ca 92705 / 949 553.8919

`Toll `Brothers

CV
uj
5:12
L
1 CV
Ir

4.5:12
IJ )
5:12

ELEVATION A

04.1 1.2023
2011 'Brothers
N
scale: 1/8"=11
N
u)
r
it
1,
3:12
5:12 1 5:12
1 cN
5:12
5:12
5:12
i1
5:12
1� u)( 1
4:12
1 L J
scale: 1/8"=11 scale: 1/8"=11

ELEVATION B ELEVATION C
PLAN FOUR 1 ROOF PLANS
VISTA ROSE 1 TOLL BROTHERS

PLACENTIA, CALIFORNIA
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. •
Woodley
A-30 arghroeptinc �
0' 4' 8'
SCALE: 1 /4" = 1 '
•
colorado // 731 southpark dr. suite B
Littleton, co 80120 / 303 683.7231
california // 2943 pullman st. suite A
santa ana, ca 92705 / 949 553.8919

1 tir
4 awe
Vista Rose
Placentia. California
• CP -00 Cover Sheet
• CP -01 LP - Overall Site Plan
• CP -02 LP - Enlargement
cP-oo
Cover Sheet
Toll Brothers

AMERICA'S LUXURY HOME BUILDER
• CP -03 LP - Enlargement
• CP -04 LP - Enlargement
• CP -05 LP - Entry
Vista Rose
City of Placentia . California
Conceptual Design
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. • CP -06 LP - Pocket Park
• CP -07 LP - Neighborhood Park
• CP -08 Plant Pallette
March 29, 2023
LAND

CREATIV
INCe
Landscape Architecture 1 Plann

1 PERIMETER/INTERIOR
WALLS

PLACENTIA CHAMPIONS -

SPORTS COMPLEX ACCESS
GATE

VISTA ROSE

NEIGHBORHOOD
PARK

VISTA ROSE

POCKET PARK

PLACENTIA CHAMPION

SPORTS CENTER
•
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r
raval
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■ J , mow 1
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18,133H15
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Overcall Site Plan
Toll Brothers

AMERICA'S LUXURY HOME BUILDER'

MAIL BOXES

VILLAGE CENTER AT ROSE

SHOPPING CENTER
l
Vista Rose
City of Placentia . California
Conceptual Design

CRIMSON FACILITY

VEHICULAR GATE
//
•

GATED VEHICULAR
ENTRY
CAMILA

NEIGHBORHOOD
March 28, 2023
0 25' 50' 100'
Scale: 1"= 50'-0"
LAND

CREATIVE
INC.

Landscape Architecture 1 Planning

— !
—
l! 7 r,
. T JQu _ -
1'
L
1 00
0 1
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MATCHLINE
SHEET- SD -03
CP -02
Landscape Plan - Enlargement
Toll Brothers
AMERICA'S LUXURY HOME BUILDER"

MATCHLINE
SHEET- SD -03
Vista Rose
City of Placentia . California
Conceptual Design

TREE PLANTING PALETTE
SYMBOL
TREES:

PLANT NAME

ASRBUTUS UNEDO

STRAWBERRY TREE

BETULA PENDULA

EUROPEAN WHITE BIRCH

CASSIA LEPTOPHYLLA

GOLD MEDALLION TREE

CASSIA LEPTOPHYLLA

GOLD MEDALLION TREE

KOELREUTERIA PANICULATA

GOLDEN RAIN TREE
LAGERSTROEMIA SPP.

CRAPE MYRTLE
LAGERSTROEMIA SPP.

CRAPE MYRTLE
. 7 li
•-4_ PINUS HALEPENSIS

ALEPPO PINE

PLATANUS RACEMOSA

CALIFORNIA SYCAMORE

PODOCARPUS GRACILIOR

FERN PINE

QUERCUS AGRIFOLIA

COAST LIVE OAK

RHUS LANCEA

AFRICAN SUMAC

REMARKS
WUCOLS
FACTOR

STANDARD M

MULTI M

STANDARD L

MULTI M

STANDARD M

STANDARD L

STANDARD M

STANDARD VL

STANDARD L

SCHINUS MOLLE STANDARD VL

CALIFORNIA PEPPER
�. ULMAS PARVIFOLIA STANDARD VL
ii‘ar CHINESE ELM
1 1 SHRUB PLANTING PALETTE

1. ALL LANDSCAPING AND IRRIGATION SHALL COMPLY WITH CHAPTER 23-77,

XERISCAPE ORDINANCE OF THE CITY OF PLACENTA MUNICIPAL CODE

2. TREE SIZES WILL ADHERE TO THE MINIMUM SIZE REQUIREMENT PER CITY STANDARD.

ROOT BARRIER NOTE:
**TREES PLANTED WITHIN 6-0" OF HARSCAPE REQUIRE THE INSTALLATION OF ROOT BARRIER. THE 6' SPECIFICATION IS BASED ON THE TREE SPECIES

LISTED ON THIS SHEET
TREES NEXT TO UTILITIES:

TREES ARE TO BE PLANTED A MINIMUM OF 4' FROM UNDERGROUND UTILITIES.

SYMBOL PLANT NAME
SHRUBS:

TURF
ACACIA REDOLENS 'LOW BOY"
AGAVE SPP.

BOUGAINVILLEA SPP.

CALANDRINIA SPECTABILIS

ROCK PURSLANE

DIANELLA TASMANICA 'SILVER STREAK'

DIETES GRANDIFLORA

FORTNIGHT LILY
FLORIBUNDA ROSE SPP.

LIGUSTRUM JAPONICUM 'TEXANUM'

WAX LEAF PRIVET

NANDINA DOMESTICA' HARBOUR DWARF

PHORMIUM TENAX 'SURFER BRONZE

RHAPHIOLEPIS INDICA 'BALLERINA'

INDIAN HAWTHORN

RHAPHIOLEPIS INDICA 'PINKIE'

INDIAN HAWTHORN

RHAPHIOLEPIS UMBELLATA 'MINOR'

DWARF YEDDO HAWTHORN
ROSA SPP. 'ICEBERG'

WHITE ICEBERG SHRUB ROSE

ROSA X NOASCHNEE

FLOWER CARPET WHITE ROSE

ROSA 'MEIGALPIO'

RED DRIFT GROUNDCOVER ROSE

SALVIA LEUCANTHA 'SANA BARBARA'

SEDUM NUSSBAUMERIANUM

COPPERTONE

TRACHELOSPERMUM ASIATICUM

ASIAN STAR JASMINE

SOUTHLAND SOD - MARATHON II
WUCOLS
FACTOR
VL
L
L
L
L
L
M
M
M
M
L
L
L
L
L
L
M
M
PLANTING MULCH:

ALL SHRUB AND PLANTER AREAS SHALL RECEIVE 3" DEEP LAYER OF SHREDDED BARK MULCH.

March 28, 2023
0 15' 30'
Scale: 1"= 30'-0"
60'
LAND

CREATIVE
INC.

Landscape Architecture 1 Planning

MATCHLINE
SHEET- SD -04

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CP -03
Landscape Plan - Enlargement
Toll Brothers

AMERICA'S LUXURY HOME BUILDER

MATCHLINE
SHEET- SD -02
Vista Rose
City of Placentia . California
Conceptual Design

TREE PLANTING PALETTE
SYMBOL
TREES:

PLANT NAME

ASRBUTUS UNEDO

STRAWBERRY TREE

BETULA PENDULA

EUROPEAN WHITE BIRCH

CASSIA LEPTOPHYLLA

GOLD MEDALLION TREE

CASSIA LEPTOPHYLLA

GOLD MEDALLION TREE

KOELREUTERIA PANICULATA

GOLDEN RAIN TREE
LAGERSTROEMIA SPP.

CRAPE MYRTLE
LAGERSTROEMIA SPP.

CRAPE MYRTLE
410 PINUS HALEPENSIS

ALEPPO PINE

PLATANUS RACEMOSA

CALIFORNIA SYCAMORE

PODOCARPUS GRACILIOR

FERN PINE

QUERCUS AGRIFOLIA

COAST LIVE OAK

REMARKS
WUCOLS
FACTOR

STANDARD M

MULTI M

STANDARD L

MULTI M

STANDARD M

STANDARD L

STANDARD M

STANDARD VL

RHUS LANCEA STANDARD L

AFRICAN SUMAC

SCHINUS MOLLE

CALIFORNIA PEPPER

ULMAS PARVIFOLIA

CHINESE ELM

STANDARD VL

STANDARD VL
1 1 SHRUB PLANTING PALETTE

1. ALL LANDSCAPING AND IRRIGATION SHALL COMPLY WITH CHAPTER 23-77,

XERISCAPE ORDINANCE OF THE CITY OF PLACENTA MUNICIPAL CODE

2. TREE SIZES WILL ADHERE TO THE MINIMUM SIZE REQUIREMENT PER CITY STANDARD.

ROOT BARRIER NOTE:
**TREES PLANTED WITHIN 6'-0" OF HARSCAPE REQUIRE THE INSTALLATION OF ROOT BARRIER. THE 6' SPECIFICATION IS BASED ON THE TREE SPECIES

LISTED ON THIS SHEET
TREES NEXT TO UTILITIES:

TREES ARE TO BE PLANTED A MINIMUM OF 4' FROM UNDERGROUND UTILITIES.

SYMBOL PLANT NAME
SHRUBS:

TURF
ACACIA REDOLENS 'LOW BOY"
AGAVE SPP.

BOUGAINVILLEA SPP.

CALANDRINIA SPECTABILIS

ROCK PURSLANE

DIANELLA TASMANICA 'SILVER STREAK'

DIETES GRANDIFLORA

FORTNIGHT LILY
FLORIBUNDA ROSE SPP.

LIGUSTRUM JAPONICUM 'TEXANUM'

WAX LEAF PRIVET

NANDINA DOMESTICA' HARBOUR DWARF'

PHORMIUM TENAX 'SURFER BRONZE'

RHAPHIOLEPIS INDICA 'BALLERINA'

INDIAN HAWTHORN

RHAPHIOLEPIS INDICA 'PINKIE'

INDIAN HAWTHORN

RHAPHIOLEPIS UMBELLATA 'MINOR'

DWARF YEDDO HAWTHORN
ROSA SPP. 'ICEBERG'

WHITE ICEBERG SHRUB ROSE

ROSA X NOASCHNEE

FLOWER CARPET WHITE ROSE

ROSA 'MEIGALPIO'

RED DRIFT GROUNDCOVER ROSE

SALVIA LEUCANTHA 'SANA BARBARA'

SEDUM NUSSBAUMERIANUM

COPPERTONE

TRACHELOSPERMUM ASIATICUM

ASIAN STAR JASMINE

SOUTHLAND SOD - MARATHON II
WUCOLS
FACTOR
VL
L
L
L
L
L
M
M
M
M
L
L
L
L
L
L
M
M
PLANTING MULCH:

ALL SHRUB AND PLANTER AREAS SHALL RECEIVE 3" DEEP LAYER OF SHREDDED BARK MULCH.

March 28, 2023
0 15' 30'
Scale: 1"= 30'-0"
60'
LAND

CREATIVE
INC.

Landscape Architecture 1 Planning

i
r
/

MATCHLINE
SHEET- SD -03
/
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1-1-1-
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- -1-1-1-1-1-
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-1k-1-1-f-1-1
--1--1-1-1-
CP -04
Landscape Plan - Enlargement
Toll Brothers
AMERICA'S LUXURY HOME BUILDER"
Vista Rose
City of Placentia . California
Conceptual Design
.Cl

TREE PLANTING PALETTE
SYMBOL
TREES:

PLANT NAME

ASRBUTUS UNEDO

STRAWBERRY TREE

BETULA PENDULA

EUROPEAN WHITE BIRCH

CASSIA LEPTOPHYLLA

GOLD MEDALLION TREE

CASSIA LEPTOPHYLLA

GOLD MEDALLION TREE

KOELREUTERIA PANICULATA

GOLDEN RAIN TREE
LAGERSTROEMIA SPP.

CRAPE MYRTLE
LAGERSTROEMIA SPP.

CRAPE MYRTLE
'•�_ PINUS HALEPENSIS

ALEPPO PINE
4 PLATANUS RACEMOSA

CALIFORNIA SYCAMORE

PODOCARPUS GRACILIOR

FERN PINE

QUERCUS AGRIFOLIA

COAST LIVE OAK

REMARKS
WUCOLS
FACTOR

STANDARD M

MULTI M

STANDARD L

MULTI M

STANDARD M

STANDARD L

STANDARD M

STANDARD VL

RHUS LANCEA STANDARD L

AFRICAN SUMAC

SCHINUS MOLLE

CALIFORNIA PEPPER

ULMAS PARVIFOLIA

CHINESE ELM

STANDARD VL

STANDARD VL
1 1 SHRUB PLANTING PALETTE

1. ALL LANDSCAPING AND IRRIGATION SHALL COMPLY WITH CHAPTER 23-77,

XERISCAPE ORDINANCE OF THE CITY OF PLACENTA MUNICIPAL CODE

2. TREE SIZES WILL ADHERE TO THE MINIMUM SIZE REQUIREMENT PER CITY STANDARD.

ROOT BARRIER NOTE:
**TREES PLANTED WITHIN 6-0" OF HARSCAPE REQUIRE THE INSTALLATION OF ROOT BARRIER. THE 6' SPECIFICATION IS BASED ON THE TREE SPECIES

LISTED ON THIS SHEET
TREES NEXT TO UTILITIES:

TREES ARE TO BE PLANTED A MINIMUM OF 4' FROM UNDERGROUND UTILITIES.

SYMBOL PLANT NAME
SHRUBS:

TURF
ACACIA REDOLENS 'LOW BOY"
AGAVE SPP.

BOUGAINVILLEA SPP.

CALANDRINIA SPECTABILIS

ROCK PURSLANE

DIANELLA TASMANICA 'SILVER STREAK'

DIETES GRANDIFLORA

FORTNIGHT LILY
FLORIBUNDA ROSE SPP.

LIGUSTRUM JAPONICUM 'TEXANUM'

WAX LEAF PRIVET

NANDINA DOMESTICA' HARBOUR DWARF

PHORMIUM TENAX 'SURFER BRONZE

RHAPHIOLEPIS INDICA 'BALLERINA'

INDIAN HAWTHORN

RHAPHIOLEPIS INDICA 'PINKIE'

INDIAN HAWTHORN

RHAPHIOLEPIS UMBELLATA 'MINOR'

DWARF YEDDO HAWTHORN
ROSA SPP. 'ICEBERG'

WHITE ICEBERG SHRUB ROSE

ROSA X NOASCHNEE

FLOWER CARPET WHITE ROSE

ROSA 'MEIGALPIO'

RED DRIFT GROUNDCOVER ROSE

SALVIA LEUCANTHA 'SANA BARBARA'

SEDUM NUSSBAUMERIANUM

COPPERTONE

TRACHELOSPERMUM ASIATICUM

ASIAN STAR JASMINE

SOUTHLAND SOD - MARATHON II
WUCOLS
FACTOR
VL
L
L
L
L
L
M
M
M
M
L
L
L
L
L
L
M
M
PLANTING MULCH:

ALL SHRUB AND PLANTER AREAS SHALL RECEIVE 3" DEEP LAYER OF SHREDDED BARK MULCH.

March 28, 2023
0 15' 30'
Scale: 1"= 30'-0"
60'
LAND

CREATIVE
INC.

Landscape Architecture 1 Planning

ULMUS PARVIFOLIA

CHINESE ELM

PERIMETER WALLS -

SPLIT FACE BLOCK

WITH PRECAST CAPS

ARBUTUS 'MARINA'

MULTI TRUNK

STRAWBERRY TREE
Entry Plan View
0 4 8'
Scale: 1/16= 1-0'
16 ULMUS PARVIFOLIA

CHINESE ELM

DECORATIVE WROUGHT

IRON PEDESTRIAN GATE

CASSIA LEPTOPHYLLA

GOLD MEDALLION TREE

DECORATIVE WROUGHT

IRON VEHICULAR GATES

ENTRY WALLS AND PILASTER
- STONE VENEERED WITH

PRECAST CAP
ifULMUS PARVIFOLIA
Lilil CHINESE ELM
1>
&
1,

STREETSCAPE SIDEWALK

ARBUTUS 'MARINA'

MULTI TRUNK

STRAWBERRY TREE

ALTA VISTA STREET

CALL BOX

VEHICULAR ACCENT

PAVING - STAMPED

CONCRETE

CASSIA LEPTOPHYLLA

GOLD MEDALLION TREE

COMMUNITY SIGNAGE

CORNER MONUMENT

COMMUNITY SIGNAGE

CENTER MONUMENT

DECORATIVE WROUGHT

IRON VEHICULAR GATE

DECORATIVE SCONCE
LIGHTS

DECORATIVE WROUGHT

IRON PEDESTRIAN GATE
Section A
0 2-8'' 5-4"
•
Scale: 3/32= 1'-0"
10'-8"
CP -05
Landscape Plan - Entry
Toll Brothers

AMERICA'S LUXURY HOME BUILDER

ARBUTUS 'MARINA'

MULTI TRUNK

STRAWBERRY TREE

CASSIA LEPTOPHYLLA

GOLD MEDALLION TREE

CASSIA LEPTOPHYLLA

GOLD MEDALLION TREE

COMMUNITY PERIMETER
WALL

ULMUS PARVIFOLIA

CHINESE ELM

CASSIA LEPTOPHYLLA

GOLD MEDALLION TREE

ARBUTUS 'MARINA'

MULTI TRUNK

STRAWBERRY TREE

ULMUS PARVIFOLIA

CHINESE ELM

ULMUS PARVIFOLIA

CHINESE ELM
Section B
0 2'-8" 5-4" 10':8"
Scale: 3/32= 1'-0"
Vista Rose
City of Placentia . California
Conceptual Design

ENTRY PILASTER - STONE

VENEER WITH PRECAST
CAPS
March 29, 2023

VISTA ROSE
ROSE

COMMUNITY SIGNAL
CORNER MONUMEN.

COMMUNITY PERIMETER
WALL
LAND

CREATIV
INC
Landscape Architecture 1 Plann

POCKET PARK CIRCULATION

WALK - SCORED CONCRETE

SHADE TRELLIS OVERHEAD -

WOOD LATTICE WITH STONE

VENEER OR STUCCO

COLUMNS
LIGUSTRUM HEDGE i

PODOCARPUS

GRACILIOR

SCREEN TREE
1 CASSIA LEPETOPHYLLA

MULTI TRUNK TREE
Pocket Park - Plan View
0 4' 8' 16'
Scale: 1/16"= 1'-0"

CASSIA LEPETOPHYLLA

MULTI TRUNK TREE

PODOCARPUS

GRACILIOR

SCREEN TREE

LIGUSTRUM HEDGE

ALONG WALL
Section A
0 2'-8" 5'-4" 10'-8"
Scale: 3/32"= 1'-0"

SHADE TRELLIS OVERHEAD

PARK BENCHES

CASSIA LEPETOPHYLLA

STREET TREE
Are-
AXXXE
CP -06
Landscape Plan -Pocket Park
Toll Brothers

AMERICA'S LUXURY HOME BUILDER
Open Play Turf Area
Trash Receptacles
Vista Rose
City of Placentia . California
Conceptual Design
Park Bench
Dog Bag Dispenser/Receptacle -
MuttBags
Metal Overhead/Columns

CONCRETE PAVING WITH SAW CUT

SCORE LINES
March 28, 2023
LAND
CRE/tTIVE
INC
Landscape Architecture 1 PL.iii n

PARK CIRCULATION WALK - -- RAISED PLANTER WITH QUERCUS

AGRIFOLIA - OAK TREE

STEPS TO PARK WITH LOW

RETAINING WALLS

SHADE TRELLIS OVERHEAD
PARK LIGHT (TYP.)

LAGERSTROEMIA

CRAPE MYRTLE TREE
Neighborhood Park - Plan View
0 4 8
Scale: 1/16"= 1'-0"
1 6'

LAGERSTROEMIA

CRAPE MRTLE TREE

ULMAS PARVIFOLIA

CHINESE ELM TREE
1 DETENTION BASIN

METAL OVERHEAD

ULMAS PARVIFOLIA

SHADE STRUCTURE / CHINESE ELM TREE
:§)

STEPS TO PARK WITH

LOW RETAINING WALL
Section A
0 2'-8" 5'-4" 10'-8"
Scale: 3/32"= 1'-0"

SHADE TRELLIS OVERHEAD
CP -07
Community Park
Toll Brothers

AMERICA'S LUXURY HOME BUILDER

BBQ COUNTERS PERIMETER WALL
'ark- Open Lawn Area
Dog Bag/Receptacle
'ark Bench -
Park Light -
Park - Open Lawn Area

CONCRETE PAVING WITH SAW CUT

SCORE LINES
Park Trellis
Planting Along Sloped Edges
Picnic Bench -

BUILT IN BBQ - FIRE MAGIC UNIT
Trash Receptacle -

TRELLIS DOWN LIGHTS
RAISED PLANTER WITH QUERCUS Section B '-PERIMETER WALL

PARK CIRCULATION WALK

AGRIFOLIA - OAK TREE
0 2'-8" 5'-4" 10'-8"
Scale: 3/32.= 1'-0"
Vista Rose
City of Placentia . California
Conceptual Design

SHADE TRELLIS OVERHEAD

RAISED PLANTER

WITH SPECIMEN

ACCENT TREE
I

PERIMETER WALL
BBQ COUNTERS — PARK CIRCULATION WALK
March 28, 2023
LAND
CRE/tTIVE
INC
Landsucipie Architecture 1 Planning

ARBUTUS 'MARINA' MULTI TRUNK

STRAWBERRY TREE

BETULA PENDULA

SILVER BIRCH

PLATANUS RACEMOSA
CALIF. SYCAMOR

ACACIA REDOLENS'LOW BOY'

PROSTRATE ACACIA

PODOCARPUS GRACILIOR

AFRICAN FERN PINE
Proposed Plant Palette
Trees

CASSIA LEPTOPHYLLA

GOLD MEDALLION TREE

KOELREUTERIA BIPINNATA

CHINESE FLAME TREE

LAGERSTROEMIA INDICA

CRAPE MYRTLE

PINUS HALEPENSIS

ALEPPO PINE

QUERCUS AGRIFOLIA

COAST LIVE OAK

RHUS LANCEA

AFRICAN SUMAC

SCHINUS MOLLE

CALIFORNIA PEPPER TREE
Shrubs and Groundcovers

ULMUS PARVIFOLIA

CHINESE ELM TREE

AGAVE ATTENUATA'RAEA'S GOLD'

AGAVE NICHELSIAE X SCABRA

SHARKSKIN

BOUGAINVILLEA

CALANDRINIA GRANDIFLORA

ROCK PURSLANE

DIANELLA TASMANICA 'SILVER

STREAK'

DIETES GRANDIFLORA
_EYMUS CONDENSATUS'CANYON PRINCE'

CANYON PRINCE WILD RYE

LIGUSTRUM JAPONICUM

WAX LEAF PRIVET

NANDINA DOMESTICA'HARBOR
DWARF'

DHORMIUM TENAX 'SURFER BRONZE'

PITTOSPORUM TOBIRA 'SHIMA'

CREAM DE MINT DWARF PITTOSPORUM

RHAPHIOLEPIS INDICA 'BALLERINA'

INDIAN HAWTHORN

RHAPHIOLEPIS INDICA 'PINKIE'

DWARF PINK

RHAPHIOLEPIS UMBELLATA'MINOR'
CP -08
Plant Palette
Toll Brothers
AMERICA'S LUXURY HOME BUILDER"
ROSA SPP. FLORIBUNDA 'ICEBERG'

ICEBERG ROSE

ROSA X NOASCHNEE

FLOWER CARPET WHITE ROSE

ROSA X MEIGALPIO

RED DRIFT GROUNDCOVER

SALVIA LEUCANTHA 'SANTA BARBARA'
Vista Rose
City of Placentia . California
Conceptual Design

SEDUM NUSSBAUMERIANUM

STONECROP

TRACHELOPERMUM ASIATICUM

ASIAN STAR JASMINE
March 29, 2023
LAND

CREATIV
INC.

Landscape Architecture 1 Plann

91 57
0 a
Bastanchury Rd
P^I8 JaWaJDN N
Chapman Ave
E Crowther Ave
Alta Vosta St —
0 \10
Bastanchury Rd J
Yorba Linda Blvd
Buena Vista Ave
•E Orangethorpe Ave
La Palma Ave
90 PROJECT

LOCATION
VC \JTY6

LAND USE SUMMARY

DESCRIPTION
LOTS 1 - 100 (RESIDENTIAL)
LOTS "A" THROUGH "E" (PRIVATE LOCAL STREET)
LOTS "G" -"K", "M"-"0", »R" (LANDSCAPE)
LOT "F" (PARK)
LOTS "L", "P" & "R" (LANDSCAPE AND OIL FACILITIES)
LOT "Q" (OIL FACILITIES)

PUBLIC RIGHT OF WAY DEDICATION
REMAINDER PARCEL (N.A.P.)

TOTAL (GROSS)
VIA'

SITE SUMMARY

DESCRIPTION

TOTAL NUMBER OF UNITS

PROJECT NET ACREAGE (EXCLUDES PUBLIC ROW DEDICATION AND REMAINDER PARCEL)

PROJECT DENSITY (NET)
TOTAL

9.83 AC

2.91 AC

0.78 AC.

0.67 AC.

0.20 AC

0.05 AC

0.02 AC

2.56 AC

17.02 AC

PROPOSED
100

14.44 ACRES

6.93 UNITS PER ACRE

DEVELOPMENT STANDARDS - MEDIUM DENSITY

DESCRIPTION REQUIRED PROVIDED
MAXIMUM DENSITY (MEDIUM DENSITY RESIDENTIAL) UNI0-15.0

TS/NET ACRE
MINIMUM SITE SIZE 2,600 SF**
MAXIMUM LOT COVERAGE (ALLOWED) 100%
MINIMUM BUILDING SETBACK FROM PRIVATE STREET PROPERTY LINE 5' MINIMUM SIDE SETBACK 4'
MINIMUM REAR SETBACK 5'**
MINIMUM BUILDING TO BUILDING SETBACK (TWO-STORY) 10'**
MINIMUM GARAGE SETBACK FROM PRIVATE STREET PROPERTY LINE 5' MINIMUM P.F.L.S. FIRE ROAD WIDTH AT GATED ENTRY 13'
MINIMUM CORNER RADIUS FOR LOCAL STREET (CITY) 20'**
MINIMUM OCFA CORNER RADIUS 20'
MINIMUM WIDTH OF LOCAL STREET (CURB FACE TO CURB FACE) 36' MINIMUM WIDTH OF STREET ALLEYS (CURB FACE TO CURB FACE) 20' * THERE SHALL NOT BE A GARAGE SETBACK BETWEEN 5 AND 18** FEET FROM A PRIVATE OR DRIVE PER PLACENTIA MUNICIPAL CODE 23.107.100 BUILDING SETBACKS. ** MODIFIED DEVELOPMENTAL STANDARD PER GENERAL PLAN AMENDMENT.

UNITS/NET93
ACRE
2,754 SF
34%

5.0'

4.0'
5' (TYP.)
10' (TYP.)
18'*
15'
20'
20' (TYP.)
36' (TYP.)
26' (TYP.)

BUILDING SUMMARY (AREA)

UNIT TYPE
PLAN 1
PLAN 2
PLAN 3
PLAN 4
TOTAL
* 3 MODIFIED

BEDROOM BATHROOMS
4 3
4 3
4 3
4 3

TOTAL UNIT

AREA (SF)
1,874
2,010
2,123
2,199
UNITS

NUMBER OF
21 28
28 23*

PARKING SUMMARY (MEDIUM DENSITY)

UNIT TYPE NUMBER OF

BEDROOMS
4 4
4 4
PLAN 1
PLAN 2
PLAN 3
PLAN 4
TOTALS
NUMBER

OF UNITS
21 28
28 23
100
100

COVERED PARKING

RATE PER UNIT PROVIDED PER UNIT
2 2
2 2
2 9.7.2022
Toll Brothers
AMERICA'S LUXURY HOME BUILDER®
2 2
2 200
5 ALTA VISTA
VEST VVIA\JO. 19250
K�
>I
U1

CRIMSON LINE
•

PROPOSED FREE STANDING SOUND

WALL, ULTIMATE HEIGHT TO BE

DETERMINED BY SITE SOUND STUDY
•

PROPOSED FREE STANDING SOUND

WALL, THE ULTIMATE HEIGHT TO BE

DETERMINED BY SITE SOUND STUDY

4.5' MAX

RETAINING WALL
Ti PMAJN DPP'
pAFic
NJAJPJ

PROPOSED RETAINING SOUND WALL,

ULTIMATE HEIGHT TO BE

DETERMINED BY SITE SOUND STUDY
TRACT 18 176
� r

3.0' MAX
RETAINING WALl1

10.680 AC.I

20.1' TANK
I I I
FAR ACCESS :
ole
Imo
11 J 1 r)
II

3.0' MAX

RETAINING WALL

EXISTIN MENT TOS UTH
ALIFORNIA Ei ►. +N UNDE GROUND

ELECTRICAL Y SYSTEMS
EXISTING 1 EASE NT TO
CAUTORNI EDISON FOR Pi: IC

AND INCIQENTAL
/
/

OPOSED UNDERGROUND
DETENT N BiSIN

REQUIR DETENTION
.93 AC -FT [,II
� STANK (P
I/PgrjoNs OR

LIMIT OF

R -TANK
F
k7K MI
54I1'AX
F RET IVIM ALLr
\,
EXIST'

UNCOVERED PARKING

RATE PER UNIT PROVIDED PER PLAN
N/A 4
N/A
N/A
N/A
56 56
8 124

GUEST PARKING

REQUIRED PROVIDED
0 60
lel

SITE PLAN
ALTA VISTA 1 TOLL BROTHERS

GRAPHIC SCALE
40 0 20 40 80
1 1
( IN FEET )
1 inch = 40 ft.

LEGEND

DOMESTIC WATER LINE (PROP)

SANITARY SEWER LINE (PROP)

RECYCLED WATER LINE (PROP)

STORM DRAIN LINE (PROP -

CITY OF PLACENTIA)

DOMESTIC WATER LINE (EXIST)

SANITARY SEWER LINE (EXIST)

STORM DRAIN LINE (EXIST)

STREET CENTER LINE

RIGHT OF WAY

PROPOSED LOT LINE

RECORDED LOT LINE
RECORDED TRACT (N.A.P.)

FACE OF CURB & GUTTER

TRACT BOUNDARY

EASEMENT

EXISTING CONTOUR

PROPOSED CONTOUR

FIRE HYDRANT

CATCH BASIN (PROP)

STREET LIGHT

RETAINING WALL

PROPOSED STREET OR WALK GRADE
PROPOSED TRACT 19250 LOT NO.

PROPOSED TRACT 19250 LOT LETTER
P.F.L.S. TURNAROUND

EXISTING OIL WELL
DW
00 RW
SD
S
===SD
1817
205
/T\
0—O

5.0%
1 A

EASEMENT NOTES

EASEMENT TO GOLDEN STATE WATER

COMPANY FOR WATER PURPOSES

EASEMENT TO THE CITY OF PLACENTIA

FOR SANITARY SEWER PURPOSES

EASEMENT TO THE CITY OF PLACENTIA

FOR STORM DRAIN PURPOSES

EASEMENT FOR EMERGENCY ACCESS

PURPOSES TO THE CITY OF PLCAENTIA

CRIMSON LINE EASEMENT FOR OIL

PURPOSES

EASEMENT TO THE CITY OF PLACENTIA

FOR SIDEWALK AND UTILITY PURPOSES
�
fl1� �
SHEET C3
'SHEET C2,
SHEET C1

INDEX MAP

MWILSON MIKAMI

W CORPORATION
Wilson Mikami Corporation
9 Corporate Park, Suite 100, Irvine, CA, 92606
T: (949) 679-0090 I F: (949) 679-0091
C1

5. / 1 �1
.-!6.21-7 3.Q a t 2L0

ALTA VISTA
VESTING TENTATIVE TRACT MAP NO. 19250

3.0 II
2( .0

3.0' MAX

I RETAINING WALL

4.5' MAX ___4"`

RETAINING LL
55 1-•••
98 EX. PERIM
29 - !o
-EX. PERIMETER
WALL
q
Jj
Cts
I 1 1
Ian
1-.0
3 l
i
I _
F=
I0�

60.7 7.7
- 1 ~9.3

9.3- '"."-

20.0 IIo

PROPOSED FREE STANDING SOUND

WALL, ULTIMATE HEIGHT TO BE

DETERMINED BY SITE SOUND STUDY
5 1�.Q
I 5.0' MAX

RETAINING WALL
1125.7

25.7.1o It
I.

Lri

3.0' MAX

25.8 RETAINING
0 iri
•
III

22.3 5.0

68.3 73.0

72.8 N.

20.6 22.3
5 36.0
o}
II
II
II.

II
1I
li

21.7 1 .Q
II
P.IROPOSED FREE STANDING SOUND
V'fALL, THE ULTIMATE HEIGHT TO BE

CTTERMINED BY SITE SOUND STUDY
vi- ---
oCi) CO

22.3 0
\ r
ai
V

MAINTENANCE

ACCESS GAF
Q
k
[-••••5.0

5.0 L
w(1)
(A110

22.3 0
N
0l5
of
- -
`r'} 22.3=

20.6 •
.441
0 0

18. 11

22.3 LCD
0 _.
--

EXISTING C RIMSON LINE
o-
cq
�. Ir
A II 1111

5.0. -
100
o}
r
t 5.0
f

26.0 _ II

CRIMSON LIN'
---- -L�
O.0uti
a,
r•
1�__� 150
}

8.3 0.0
r)
7 kfr

CRIMSON LINE
0 13.

I
I
k3.70
14 EDCI' OF PIPE
I
I I
,I 33;'
I/
I
HI 35.1

9.6.2022
14V
.77
40��
cLtDi0
0 �>♦ 5.0

SITE PLAN

4.5' MAX

RETAINING WALL
•

EASEMENT FOR PUBLIC UTILITIES AND ACCESS RIGHTS,

AND WATER UTILITY PURPOSES
SHOWN AS LOT 'C' ON TR15700 FINAL MAP

PEDESTRIAN

ACCESS GATES

PROPOSED FREE STANDING SOUND

ULTIMATE HEIGHT TO BE
- DETERMINED BY SITE SOUND STUDY
AiND Fi
Fp A R F-1
NH\
r
J

GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.

LEGEND

DOMESTIC WATER UNE (PROP) DW

SANITARY SEWER LINE (PROP)

RECYCLED WATER LINE (PROP) RW

STORM DRAIN UNE (PROP- SI

CITY OF PLACENTIA)

DOMESTIC WATER LINE (EXIST) - - DW- - -

SANITARY SEWER LINE (EXIST) - - - -SS - -
STORM DRAIN LINE (EXIST) _ _ = SD= _

STREET CENTER LINE

RIGHT OF WAY

PROPOSED LOT LINE

RECORDED LOT LINE
RECORDED TRACT (N.A.P.)

FACE OF CURB & GUTTER

TRACT BOUNDARY

EASEMENT

EXISTING CONTOUR

PROPOSED CONTOUR

FIRE HYDRANT

CATCH BASIN (PROP)

STREET LIGHT

RETAINING WALL

PROPOSED STREET OR WALK GRADE
PROPOSED TRACT 19250 LOT NO.

PROPOSED TRACT 19250 LOT LEITER
P.F.L.S. TURNAROUND

EXISTING OIL WELL
111, 111,
205
0-o

5.0%
1 A
//////////////

EASEMENT NOTES

EASEMENT TO GOLDEN STATE WATER

COMPANY FOR WATER PURPOSES

EASEMENT TO THE CITY OF PLACENTIA

FOR SANITARY SEWER PURPOSES

EASEMENT TO THE CITY OF PLACENTIA

FOR STORM DRAIN PURPOSES

EASEMENT FOR EMERGENCY ACCESS

PURPOSES TO THE CITY OF PLCAENTIA

EASEMENT TO THE CITY OF PLACENTIA

FOR CRIMSON LINE PURPOSES

EASEMENT TO THE CITY OF PLACENTIA

FOR SIDEWALK AND UTILITY PURPOSES
Toll Brothers
AMERICA'S LUXURY HOME BUILDER°
ALTA VISTA 1 TOLL BROTHERS

F -
ill IT;
SHEET
HEET C3
SHEET C2,
0 4.3
SHEET C1

INDEX MAP
[//,WILSON MIKAMI

W CORPORATION
Wilson Mikami Corporation
9 Corporate Park, Suite 100, Irvine, CA, 92606
T: (949) 679-0090 1 F: (949) 679-0091
C2

9.6.2022
Toll Brothers
AMERICA'S LUXURY HOME BUILDER®

ALTA VISTA
VESTING T \JTAT VE T SACT \AAP NO. 19250
TPJACT
i,I J
/ h JJ�J
EX. PERIMETER -
WALL

5.0 5
—1r

3.0 O

0.0 J6.Q
—19 8 . o

9.31_
2L0
EX. PERIMETER

WALL ---,,,
EX. PERIM
WALL
Lri
/
i
I 1
T
I b T�
43 II
s
IST c� Ir •�
154
L)
wi
y
MI
aI
2 .5

11.94 2 .7
39 15.Q

10.0 I
6 1 3LC
RAcT j409/1,
jNI
r

3.0' MAX

ETAINING WALL

5.0 5
1 i= 3361
2 .0 _ q
,-3.0' MAX

SETA NING WALL

29.0 o
`n

16.9, f

26. o
�1 5 ' MAX L

RTINING WALL
O

5.0 Nim
RETAlk NG 33.3

5.0 RETAINING WALL
210
I RETAINING loilALL
EX. PERIMETER
WALL

SITE PLAN
ALTA VISTA 1 TOLL BROTHERS

PLACENTIA, CALIFORNIA
CT) 411
j(
CCI
NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.

GARTEN DRIVE

GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.

LEGEND

DOMESTIC WATER UNE (PROP) DW
SANITARY SEWER UNE (PROP) er

RECYCLED WATER UNE (PROP) RW

STORM DRNN UNE (PROP-- SC

CITY OF PLACENTIA)

SANITARY SEWER UNE (EMST) SS

STREET CENTER LINE

RIGHT OF WAY

PROPOSED LOT UNE

RECORDED LOT LINE
RECORDED TRACT (N.A.P.)

FACE OF CURB & GUTTER

TRACT BOUNDARY

EASEMENT

EXISTING CONTOUR

PROPOSED CONTOUR

FIRE HYDRANT

CATCH BASIN (PROP)

STREET LIGHT

RETAINING WALL

PROPOSED STREET OR WALK GRADE
PROPOSED TRACT 19250 LOT NO.

PROPOSED TRACT 19250 LOT LETTER
P.F.L.S. TURNAROUND

EXISTING OIL WELL
181.7 f3
111,
205
121-0

5.0%
1 A

EASEMENT NOTES

EASEMENT TO GOLDEN STATE WATER

COMPANY FOR WATER PURPOSES

EASEMENT TO THE CITY OF PLACENTIA

FOR SANITARY SEWER PURPOSES

EASEMENT TO THE CITY OF PLACENTIA

FOR STORM DRNN PURPOSES

EASEMENT FOR EMERGENCY ACCESS

PURPOSES TO THE CITY OF PLCAENTIA

EASEMENT TO THE CITY OF PLACENTIA

FOR CRIMSON UNE PURPOSES
fj
SHEET C3
1-1EIET C12]

4.3 1-1EET C1

INDEX MAP

MWILSON MIKAMI

W CORPORATION
Wilson Mikami Corporation
9 Corporate Park, Suite 100, Irvine, CA, 92606
C3

R/W

10.0' _ I =5.0'= =5.0'= _

LANDSCAPE LOTI
WALK -7
6" C&G
R/W
I5.
_5.

89.0' ROW

69.0'

25.0'_ = 10.0' _ = 15.0'

RESIDENT LANE

4.0' _ 15.0'

VISITOR LANE
PROPOSED 8" DW
_ 8.0' _

PARKING

18.0'

14.0'
SECTION "A -A"
(NO PARKING ALLOWED EITHER SIDE)
N.T.S.

PORTION OF STREET "A"
(PRIVATE STREET)

56.0' ROW

36.0'

18.0' 5.0' _ 5.0'

8.0'

PARKING
R/W
PROPOSED"
8 DW-"

PROPOSED SD

SIZE VARIES
SECTION "E -E"
TR19250 BNDY.
(PARKING ALLOWED ON BOTH SIDES)
N.T.S.

STREET "C"
(PRIVATE STREET)
R/W
PROPOSED FREE STANDING SOUND L 5.3 - 4.0'
WALL, ULTIMATE HEIGHT TO BE�,�

DETERMINED BY SITE SOUND STUDY

EXISTING OIL FACILITIES
VARIES _

10.0'-13.0'
_ 8.0' _

PARKING
PROPOSED 8" SS

34.0' ROW

28.0'
VARIES

15.0'-18.0'

14.0'
PROPOSED 4.5' MAX 2.0% 2.O% WALK
_
RETAINING WALL ---=

0.5' CONCRETE BAND k-6.0' 7.0' 7.0'- [--6.0'H\-4" FLARED CURB 0 PROPOSED 8" DW
R/W

5.0'

0.5' CONCRETE SWALE

RESIDENTIAL
PROPOSED 8" SS
TR1925) BNDY.

BLANKENSHIP CIR.

4.0'0,
MIN. PROPOSED FREE

J/ -STANDING SITE WALL
'PROPOSED 4.5' MAX

RETAINING WALL
SECTION "N -N"
N.T.S.

9.7.2022
Toll Brothers
AMERICA'S LUXURY HOME BUILDER®
PROPOSED 36" SD
PL

EXISTING
GROUND
R/W

10.0'�I
1 r
6" C&G
R/W
1 5.
' 5.

2.0%
WALK-7-"j

RESIDENTIAL
VARIES, MINIMUM -114'
•

ALTA VISTA
VESTING TENTATIVE TRACT MAP NO. 19250
R/W

10.0' _ 1 =5.0'= _5.0'= _

LANDSCAPE LOTI
_ 8.0' _

PARKING

18.0'

2.0%

15.0'

56.0' ROW

36.0'
-6.0'

18.0'

2.0%

2.0%
CURB
PROPOSED 8" DW

8.0'

PARKING
PROPOSED 8" SSJ

60.0' ROW
4d.0'
10i0'

15.0'

10.0'
R/W
SECTION "B -B"
(NO PARKING ALLOWED EITHER SIDE)
N.T.S.

PORTION OF STREET "A"
(PRIVATE STREET)
R/W

5.0' _5.0'_1

2.0%
WALK
6" C&G
PROPOSED 8" DW

PROPOSED SD

SIZE VARIES
SECTION "F -F"
(PARKING ALLOWED ON BOTH SIDES)
N.T.S.

PORTION OF STREET "A" & STREET "B"
(PRIVATE STREET)

3.0'
MIN
PROPOSED 4.5' MAX RETAINING SITE
WALL, TOTAL HEIGHT PER CITY OF -_

PLACENTIA MUNICIPAL CODE
SECTION "1-1"

20.0'

EXISTING

CRIMSON
LINE
__ 10.0'

EASEMENT
RESIDENTIAL �% 1 _ 5.0'
PAD

3.0'
DEEP

10.0' MIN.

PROPOSED

CRIMSON
LINE
o
N.T.S.

PL
SECTION "0-0"
N.T.S.

3.0' MAX.

RETAINING
WALL

RESIDENTIAL
PAD
PROPOSED 3.0' MAX

RETAINING WALL

4.5' MAX.

RETAINING
WALL

RESIDENTIAL
PAD
PL
TR1925) BNDY.

PROPOSED 25.0' EASEMENT
VARIES
•••••8.0'-19.0'
EXIST. 8.0'
WALK

10.0'

EASEMENT
PL

4.5' MAX.

RETAINING
WALL

5.0'

14.4' MIN.

RESIDENTIAL
PAD

3.0'
DEEP

PROPOSED

CRIMSON LINE
SECTION "P -P"
N.T.S.

ALTA VISTA DRIVE

PROPOSED SD

SIZE VARIES

0.5' CONCRETE BAND
F'
1 PROPOSED PERIMETER

SITE WALL

EXISTING
GROUND

EXISTING

CRIMSON
LINE

RESIDENTIAL
R/W
R/W
1 5.0' 5.
1 2.0%
WALK
6» C&G
__ 8.0' _

PARKING

18.0'

2.0%

4. 56.0' ROW

36.0'

10.0'

EASEMENT

18.0'

2.0%
_ 8.0' _

PARKING
R/W

5.0' 5.0' I

2.0%

6.0'� �6.5'��- 11.5'
PROPOSED 8" DW

27.0' ROW

26.0'

13.0'

2.0%

6.0' 5.0'
PROPOSED 8' DW
PROPOSED 12" SD
PROPOSED 25.0'
XISTING 8.0
WALK

PROPOSED SD

SIZE VARIES
R/W
WALK
6" C&G
PROPOSED 8" SS

PROPOSED CRIMSON LINE
SECTION "C -C"
(PARKING ALLOWED ON BOTH SIDES)
N.T.S.

PORTIONS OF STREET "D"
(PRIVATE STREET)

7.O' -H \-4" FLARED CURB
PROPOSED 8" SS
SECTION "G -G"
(NO PARKING ALLOWED ON BOTH SIDES)
N.T.S.

STREET "B" ALLEY
(PRIVATE STREET ALLEY)
TR1925) BNDY.

EASEMENT
VARIES
SECTION "J -J"
N.T.S.

3.0' MAX

RETAINING WALL
PL

10.0'

EASEMENT
RESIDENTIAL 5.0'
PAD -
'ALTA VISTA DRIVE
1 EX.
7PERIMETER
WALL
EX. RESIDENTIAL
PAD
PROPOSED 8" DW
SECTION "Q -Q"

SECTIONS
ALTA VISTA 1 TOLL BROTHERS

PLACENTIA, CALIFORNIA
R/W

34.0' ROW

28.0'
VARIES _ _ VARIES

10.0'-13.0' 15.0'-18.0'

8.0'

PARKING
R/W

5.0'
1 1
R/W
1 5.0' 5.
1 2.0%
WALKS
6" C&G
= 14.0'

0.5' CONCRETE BAND -\ 0� WALK

7.0' _ = 9.0' _ 1- 6.0'-'1\-4" FLARED CURB
TR19250 BNDY.

3.3,

EXISTING FREE

STANDING SITE WALL

EXISTING COMMERCIAL
PROPOSED 8" SS -r
PROPOSED 5.0' MAX f

RETAINING WALL
VARIES
PROPOSED 8" DW
PROPOSED 36" SD
SECTION "H -H"
(PARKING ALLOWED ON ONE SIDE)
N.T.S.

PORTION OF STREET "D"
(PRIVATE STREET ALLEY)

0.5' CONCRETE SWALE

RESIDENTIAL
SECTION "K -K"
PL

3.0' MAX

RETAINING WALL -

PROPOSED PARK
N.T.S.

5.0'
TR1925) BNDY.

20.0'

EASEMENT

FLOWLINE
Oy

5.0'

2.O%/2-.0%
PROPOSED 12" SD

PROPOSED ELECTRICAL

CONDUIT
TR19250 BNDY.

3.0 _ 5.2
EXISTING FREE I MIN.

STANDING SITE WALL

EXISTING RESIDENTIAL

2. j -S
PROPOSED 3.0' MAX f
RETAINING WALL =

EXISTING

CHAIN-LINK FENCE
EX. PARK
O
PROPOSED 8" DW
SECTION "S -S"
N.T.S.

NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC.

8.0'

PARKING

18.0'

2.0%

56.0' ROW

36.0'

10.)' _

EASEMENT

18.0'

2.0%

8.0'

PARKING
R/W

5.0' 5.0' 1

2.0%

6. PROPOSED 8" SS-"

PROPOSED CRIMSON LINE
R/W

11.5' -1- 6.5't 6.0'
PROPOSED 8" DW
WALK
6" C&G

PROPOSED SD

SIZE VARIES
SECTION "D -D"
(PARKING ALLOWED ON BOTH SIDES)
N.T.S.

PORTION OF STREET "A"
(PRIVATE STREET)

4.5 5.5' 18.0'

8.0'

PARKING

2.0%

56.0' ROW

36.0'

18.0'

2.0%
_ 8.0' _

PARKING

5.5'
R/W

4.5 1

2.0%
PROPOSED 8" SSJ

0.5' CONCRETE SWALE

RESIDENTIAL
SECTION "L -L"
N.T.S.

PROPOSED 8"

PROPOSED SD

SIZE VARIES
SECTION "R -R"
(PARKING ALLOWED ON BOTH SIDES)
N.T.S.

PORTION OF STREET "B"
(PRIVATE STREET)

0.5' CONCRETE SWALE

RESIDENTIAL
DW
TR19250 BNDY.

9.0' _ 3.0'
MIN. I EXISTING FREE

STANDING SITE WALL

EXISTING RESIDENTIAL
'PROPOSED 4.5' MAX

RETAINING WALL
SECTION "M -M"
N.T.S.
[//,WILSON MIKAMI

W CORPORATION
Wilson Mikami Corporation
9 Corporate Park, Suite 100, Irvine, CA, 92606
T: (949) 679-0090 1 F: (949) 679-0091
C4

1 �a i`�T\IIIIIIIII56
4 50\
4 MIHIIIIIIIIJ
1i
1®1) 45I
49 �I
B

STREET 'B'
r i n
11 PARKING SUMMARY

SINGLE FAMILY HOMES
TOTAL
Li
64 63
'
R

ALTA VISTA
VESTING TENTATIVE TRACT MAP NO. 19250
/1 (- - j l
/
6v2 1I
38 1A 1R 14o 139 I n I

VILLAGE CENTER OF ROSE

SHOPPING MALL
BUILDINGS UNITS *REQUIRED PROVIDED PROVIDED
COVERED UNCOVERED **REQUIRED PROVIDED
100 100 200 200 124 NONE 60
324 60
•
1 ��IIIII 1i �I
L
.-

RESIDENCE STALLS GUEST STALLS
*2 PARKING STALLS ARE REQUIRED PER UNIT. ONE BEING COVERED PER CITY OF PLACENTIA MUNICIPAL CODE 23.107.110. **THE REQUIRED NUMBER OF RECREATIONAL VEHICLES AND GUEST PARKING STALLS PER CITY OF PLACENTIA MUNICIPAL CODE 23.107.110 FOR MEDIUM DENSITY RESIDENTIAL IS NONE.

9.7.2022
411
67 3

BLANKENSHIP CIR
4i 41lT:11111H1 r
`rale
' 1 li II
71 4
4 '
iuuuull-i1
111//1111111 U
amm
•
11 IIIIIIIHIUM
Lamm
gg
/I
i®l®l IUI
I n I
r i n
94'
3 91
92 ,11
111111111HI ■
95 2
37 I
p
96 3
[111111111111
' I�-.4
1 STREET 'A'
98 A
n _Li
1 871 - 80
IIIIIIIIIIIIi
•
88 worn 1-7-ta
3 • 0711
■IHIIIIIIIIJ
3 85

U ZI LL
llvlvl M

C STREET'C'
bb
iv).

JC nl
-n r u

IIIIIIJ
83 •
84 --- : 7�11111III IIS`7 II,Iy=
F:1
I 3s I I n l 3a, !
1 ABU=
c(24
II
4 ,J ,IIH�IIIII.

I1
23 ‘wh
P
44,100
qui
Q
K
11 ••
/
//
//
//
//
//
///
/ / /
/ //

PARKING PLAN
/
F
i
1/
/
/
7coo
'
// 'Q
//
// P`'
Z

GRAPHIC SCALE
50 0 25 50 100
I I I
( IN FEET )
1 inch = 50 ft.
20'
20'
03 V

PARKING STALL DIMENSION PER CITY OF PLACENTIA MUNICIPAL CODE

23.78.040 STALL LINES ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND WILL NOT BE INSTALLED.

ON -STREET

TYPICAL PARALLEL PARKING STALL DETAIL
Toll Brothers
AMERICA'S LUXURY HOME BUILDER°
ALTA VISTA 1 TOLL BROTHERS

LEGEND

STREET CENTER LINE

LOT LINE
FIRE HYDRANT WITH 15'

NO OBSTRUCTION RADIUS

STREET LIGHT

VISITOR STALL

LETTER LOT

INDICATES LOT NUMBERS
INDICATES BUILDING TYPE 4.—
P.F.L.S. TURNAROUND
TYPICAL -\

RESDENCE
STALLS

RESDENCE
STALLS
A
33 3
•

TYPICAL

UNCOVERED

RESIDENCE
STALLS

TYPICAL RESIDENCE

PARKING STALL DETAIL

MWILSON MIKAMI

W CORPORATION
Wilson Mikami Corporation
9 Corporate Park, Suite 100, Irvine, CA, 92606
T: (949) 679-0090 1 F: (949) 679-0091
•
C5

9.6.2022
Toll Brothers
AMERICA'S LUXURY HOME BUILDER®

ALTA VISTA
VESTING TENTATIVE TRACT MAP NO. 19250
N(*/* i\> �D/13I IN i
N4 K � � 290.91
N� 0r EC—FS
N
2930.4 PAD= PROP. $» \ co
h � �r"4‘ •
292.7 PVC (TYP.) �( `' �—�
PROP. BROOKS , �c�' PROP.

2.5' MAX BOX (TYP.) ! PROP. BASIN
ETAINING W� 18' ADS ,�AT,` • ROP. JUN TI,N
N o� ' PROP. JUNCTION "�%ice"
N N PAD= �� STRUCTURE 4 TRUCTUR
\ • 292.7 1/ PAD= J �" I,,//�
� I N 292.4
PROP. CATCH 24" � �--•'�`�
• \ ' BASIN PROP. ADS 43.---4141
Ili
8"
DS

ATCH
•
1 j00%
(TYP.)
PROP. JUNCTIS

STRUCTURE
PROP. 24" ADS
PAD=
292.0
J
—I I
PROP. CATCH BASIN
ROP.18" ADS
PAD=
Ifs290
290.5
PROP. 30" ADS
41k
k
PROP. JUNCTION

STRUCTURE
i
PROP. CATCH
BASIN
J�JJ��J�J

4.5' MAX

RETAINING WALL
PROP. JUNCTION

STRUCTURE
PROP. 36" ADS

PMAJNDPH
NIAIPJ
-Fin) /\ FIT -ifj-i/

3.0' MAX
RETAIING WALL.

PROP. 36" AbS
288.8
I.

II I
II t
II I
I I I
I' 1
PROP. 12" PVe ' 1
LOWFLOW 11 1 1
1 1
1 1
1 1
1 1
1 1

10.680 AC.1

3.0' MAX

RETAINING WALL

LIMIT OF
R—TANK
LIMIT
R—T
PROPOS d
UNDERG'•UND

DETENTI S N BASIN
F
RE o . 'ED DETENT = 1
R—TA PENTi
::SIT MAXLr—
RET4,I V 111 IVALL
ti

LIMIT OF
R—TANK
0 V II
J
rniFIT ]699
NJJ:JJ J

CONCEPTUAL GRADING AND DRAINAGE PLAN
ALTA VISTA 1 TOLL BROTHERS

LEGEND
STORM DRAIN LINE (PROP— SC

CITY OF PLACENTIA)
STORM DRAIN LINE (EXIST) _ _ = SD=

STREET CENTER LINE

RIGHT OF WAY

PROPOSED LOT LINE

RECORDED LOT LINE
RECORDED TRACT (N.A.P.)

FACE OF CURB & GUTTER

TRACT BOUNDARY

EXISTING CONTOUR

PROPOSED CONTOUR

CATCH BASIN (PROP)

STREET LIGHT

RETAINING WALL

PROPOSED STREET OR WALK GRADE
PROPOSED TRACT 19250 LOT NO.

PROPOSED TRACT 19250 LOT LETTER

EXISTING OIL WELL

FLOW DIRECTION
18176
7 SHEET C8
SHEET C7-1
205
205
0--0

5.0%
1 A
SHEET C6

INDEX MAP

GRAPHIC SCALE
40 0 20 40 80
1 1
( IN FEET )
1 inch = 40 ft.
[//,WILSON MIKAMI

W CORPORATION
Wilson Mikami Corporation
9 Corporate Park, Suite 100, Irvine, CA, 92606
T: (949) 679-0090 I F: (949) 679-0091
C6

9.6.2022
Toll Brothers

AMERICA'S LUXURY HOME BUILDER'

ALTA VISTA
VESTING TENTATIVE TRACT MAP NO. 19250
v
1 / \
/
PAD=
L 298.1
II
1i
PROP. CATCH I,,
BASIN
PAD=
298.4
29637

EVC -FS
296.27

PVI -FS
PAD=
298.0
PROP. CATCH o a
BASIN c
I—PROP. JUNCTION - -----

STRUCTURE
r)
co
rn
N
U
CD
PROP.
12" PV
r;-

4.5' MAX,'

RETAINING WALL
r`
cirS
0)
N
PROP. 18" /
ADS
296.52
BVC-FS

1.36%
_
ai
N
:!)
a
1 M

1.15%
PROP. 24" ADS
rrn
0)
N
I_
EX. PERIMETER
WALL
ETAINI
PAD=
295.2
WALL
PROP. JUNCTION

STRUCTURE
r

1.00X �
(TYP.) /i
= }FOP. t3KULK5/
BOX (TYP.)
PROP. 8" 1PVC
PAD=
294.9 -
294.9
PROP. \JIIbLCTION.

STRUCTURE
r
—
PAD=
297.7
EX. PERIMETER
WALL
0)
N
w
PAD
296.7
LJ-

1.00%i
(�
,1 PAD=
296.1
1'
-1 -
DI
P
ROP. JUNCTION
/

STRUCTURE
u
PAD=
295.1
PROP. 8"
PVC (TYP.)
PROP. BROOKS
BOX (TYP.)
PAD=
294.8
O
295.
1 6
a
,PROP.
= STRUCTURE
II
� JIB
PR
y
II
P.

PAD=
296.1
� e
TC
., P. 1 I ,:.

PAD=
295.1
1 00%
14, (TYP.)
1111111�
iIMuuuumlrj
PAD=
295.1
11 •

9.16 BC -FS
zimmimitrai

1.00%
(TYP.)
1 11iI_
`fuIIIIIIIIIIt�I
PROP.
18" ADS
PRQP. CATCH
K
" BASIN i i
Ra
)17

3.70 14 )C
290"
EC -FS
1 00%
0 8 .2 PAD=
7 ED
Obi
411!1 ' �;;''�'_
�rIIIIIIHhi4

2.5' MAX
.RETAINING W
8 .7
8 .77
40 LD
PROP.`'
18" ADS,
PROP. JUNCTION

STRUCTURE
PAD= PROP. CATCH
292.4 BASIN PROP. 24" ADS
PROP. CATCH BASIN
PROP.18" ADS
R PiMAi iND
r) A R

J JAJJ J

OF PIPE
--

CONCEPTUAL GRADING AND DRAINAGE PLAN
ALTA VISTA 1 TOLL BROTHERS

STORM DRAIN UNE (PROP- SE

CITY OF PLACENTIA)
STORM DRAIN LINE (EXIST) _ _ = SD= _

STREET CENTER LINE

RIGHT OF WAY

PROPOSED LOT LINE

RECORDED LOT LINE
RECORDED TRACT (N.A.P.)
FACE OF CURB Sc GUTTER

TRACT BOUNDARY
EXISTING CONTOUR 205
PROPOSED CONTOUR 205

CATCH BASIN (PROP)

STREET LIGHT

RETAINING WALL

PROPOSED STREET OR WALK GRADE
PROPOSED TRACT 19250 LOT NO.

PROPOSED TRACT 19250 LOT LEITER

EXISTING OIL WELL

FLOW DIRECTION
-18176
SHEET C8
SHEET C6

INDEX MAP
o --o

5.0%
1 A
I111111, --

GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
[//,WILSON MIKAMI

W CORPORATION
Wilson Mikami Corporation
9 Corporate Park, Suite 100, Irvine, CA, 92606
T: (949) 679-0090 1 F: (949) 679-0091
C7

9.6.2022
Toll Brothers
AMERICA'S LUXURY HOME BUILDER®
I�
I: O

ALTA VISTA
VEST \JGTE\JTATVETRACT VIA' \JO. 19250
J I1
.,
WAIT
-\-------L I
-------�- -
-
-
I —
\ CI
#1 -_ b
tr_
L
PAD=
304.0
11 1
EX. PERIMET R
WALL��.

EX. PERIMETER
WALL

4.5' VI
RED
1 II
- -� PROP.

PAD= BOX (TYP.
-- -0- -303.0, _
PROF. 8' I�
PVC (1 YP.)
57 ;
r i PAD=
302.7
i
II
I I
II
I I
PAD=
< 301.9
11 PROP.
12" PVC
\ PAD=
\ 3_9J!

1.00%
- 1 - _%300.96_
/ FS

1.00%
(TYP.)
PAD=
303.0
-J----
PROP.
12" PVC -
11 11 _ol
171■
.0' MAX

ETA NING
PAD=
L 300.1
PAD=
300.5
r
1 /5.0' MAX
RT.JINING WALL
PAD=
1 297.8
1 II
II.

PAD=
300.5
PROP. 8"
PVC (TYP.)
P ROP. BROOKS
BOX (TYP.)

1.00%
(TYP.)
II_

1.00%
7l, ,�. IIIIIIS�
PAD=
301.9
PROP. 8" PtEC
(Tyr )
100%
(TYP.)
L
r
N1\D
.,
—PROP BROr KS
BOX 'TYP.

PROP. JUNCTION
STRUCTURE Pte=
301.5
- 11
B298VI.97S- CLE I\
, 1
� 1 F�
298. 7
B 1

BVC-FS I
PAD=

3.0' MAK 298.1
f RETAI VINE WALL
PAD=
298.1
PROP. CATCH
BASIN'
PAD=
298.4

1.007
I ,v
v_ l I"
1 00%
(TYP.)
296.77

EVC -FS
296.27
PAD=
298.0
PAD=
11 298.0
PROP. CATCH
BASIN
MAX
X. PERIMETER
WAL

3.0' Mi.X
RETA VING WAI .L 111
PAD=
300.1
gr
o
'—PROP. JUNCTION - -

STRUCTURE
PROP. 18'
ADS
296.52
BVC-FS
r
III

4.5' MAX

RETAINING WALL
V!1
297.7
41-
11 I II
I 1r
1 Io
PAD=
EX. PERIMETER
WALL
_
PAD=
298.0
R

CONCEPTUAL GRADING AND DRAINAGE PLAN
ALTA VISTA 1 TOLL BROTHERS

LEGEND

STORM DRAIN LINE (PROP- SC

CITY OF PLACENTIA)
STORM DRAIN LINE (EXIST) _ _ = SD= _

STREET CENTER LINE

RIGHT OF WAY

PROPOSED LOT LINE

RECORDED LOT LINE
RECORDED TRACT (N.A.P.)

FACE OF CURB & GUTTER

TRACT BOUNDARY

EXISTING CONTOUR

PROPOSED CONTOUR

CATCH BASIN (PROP)

STREET LIGHT

RETAINING WALL

PROPOSED STREET OR WALK GRADE
PROPOSED TRACT 19250 LOT NO.

PROPOSED TRACT 19250 LOT LETTER

EXISTING OIL WELL

FLOW DIRECTION
71,
SHEET C8
I �
18176
SHEET C7-1
205
205
1771
O--0

5.0%
1 A
SHEET C6

INDEX MAP

GRAPHIC SCALE
40 0 20 40 80
1 1 I
( IN FEET )
1 inch = 40 ft.
[//,WILSON MIKAMI

W CORPORATION
Wilson Mikami Corporation
9 Corporate Park, Suite 100, Irvine, CA, 92606
T: (949) 679-0090 1 F: (949) 679-0091
C8

9.6.2022
Toll Brothers
AMERICA'S LUXURY HOME BUILDER®

ALTA VISTA
VESTING TENTATIVE TRACT MAP NO. 19250
U
.6.

N1
AN
0 E
.m
11 11P41.

A
.v
7 $
CCCC
illy
■III
_
PAL
Q
1 1
•
1 1J
.iGlll i
1 Er!'

PEDESTRIAN
GATE
BE
Fri al
_.Iwy
THEME
!• AND
STEL
N
- = _ - = I.�
Iij

WALL AND FENCE CONCEPTUAL PLAN
ALTA VISTA 1 TOLL BROTHERS

LEGEND

PROPOSED PERIMETER WALL

PROPOSED PERIMETER RETAINING WALL

PROPOSED PERIMETER SOUND WALL

PROPOSED PERIMETER RETAINING SOUND WALL

PROPOSED INTERIOR WALL

PROPOSED RETAINING INTERIOR WALL

EXISTING WALL

PROPOSED PILASTER
I�
SHEET 010
11,1

GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.

INDEX MAP
AW►LSON MIKAMI

W CORPORATION
Wilson Mikami Corporation
9 Corporate Park, Suite 100, Irvine, CA, 92606
T: (949) 679-0090 I F: (949) 679-0091
C9

9.6.2022
Toll Brothers
AMERICA'S LUXURY HOME BUILDER°

ALTA VISTA
VEST \IGTE'SJTATVETRACT VIAO. 19250
II
II
II II
II
II
II
II
1-
II
II II
II
II 1
v
JI \)
1 'H
II
II
II
111111lr
1'
11 II.I
II �
1 11111111
1'
11 11
v�
_I■. Egta—
NNW
JiLir
r
'1.

LI
INllllllllg
i.'
1 1
!411IIIIIIIIIG ,
11111111/
r
11111111
!mow
�w
1 !JUN!
1'1I
VP
a rnnnnnnmi
—_I
111111IIIHI
■—

WALL AND FENCE CONCEPTUAL PLAN
ALTA VISTA 1 TOLL BROTHERS

LEGEND

PROPOSED PERIMETER WALL

PROPOSED PERIMETER RETAINING WALL

PROPOSED PERIMETER SOUND WALL

PROPOSED PERIMETER RETAINING SOUND WALL

PROPOSED INTERIOR WALL

PROPOSED RETAINING INTERIOR WALL

PROPOSED IRON FENCE

EXISTING WALL

GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.

SHEET 010
q<'
4?
SHEET C9

INDEX MAP

MWILSON MIKAMI

W CORPORATION
Wilson Mikami Corporation
9 Corporate Park, Suite 100, Irvine, CA, 92606
T: (949) 679-0090 I F: (949) 679-0091
C1 0

E
n

0. 9/07/22
Cf)
ry
BENCHMARK:

DESCRIBED BY OCS 2003 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "2C-101- 75", SET IN THE NORTHEASTERLY CORNER OF A 4 FT. BY 0 7 F. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHWESTERLY

CORNER OF THE INTERSECTION OF BUENA VISTA AVENUE AND VAN BUREN STREET, 370 FT.WESTERLY OF THE CENTERLINE OF VAN BUREN AND 33 FT. o NORTHERLY OF THE CENTERLINE OF BUENA VISTA. MONUMENT IS SET LEVEL WITH THE SIDEWALK.

ELEVATION 312.589 FT, NAVD 88 DATUM (ADJ 2006)

ALTA VISTA
VESTING TENTATIVE TRACT MAP NO. 19250
LEGAL DESCRIPTION:

PARCEL 1: (APNS: 341-501-01 THROUGH 341-501-65)
LOTS 1 THROUGH 62, INCLUSIVE AND LOTS A, B AND C OF TRACT MAP NO. 15700, IN THE CITY OF PLACENTIA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 854, PAGES 17 TO 22 INCLUSIVE OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

EXCEPTING THEREFROM FROM A PORTION OF SAID LAND ALL CRUDE PETROLEUM OIL, ASPHALTUM, MALTHA, TAR, GAS AND ANY AND ALL OTHER HYDROCARBON SUBSTANCES IN, UPON AND UNDER SAID LAND, AS RESERVED BY NATHAN FRANK MORSE AND LOTTIE E. MORSE, HIS WIFE, IN A DEED RECORDED JANUARY 29, 1920, IN BOOK 356, PAGE 65 OF DEEDS.

ALSO EXCEPTING FROM A PORTION OF SAID LAND ALL AND ALL KINDS OF CRUDE PETROLEUM OIL, ASPHALTUM, MALTHA, TAR, GAS AND ANY AND ALL OTHER HYDROCARBON SUBSTANCE IN, UPON OR UNDER SAID PARCEL OF LAND, AS RESERVED BY NATHAN FRANK MORSE AND LOTTIE E. MORSE, HIS WIFE, INA DEED RECORDED JANUARY 4, 1922, IN BOOK 410, PAGE 205 OF DEEDS.

ALSO EXCEPTING FROM A PORTION OF SAID LAND ALL OIL, GAS AND OTHER HYDROCARBON SUBSTANCES AND ALL MINERALS WHICH MAY BE SITUATED IN OR UNDER SAID PREMISES, AS RESERVED BY HAROLD H. COYLE AND GENEVIEVE B. COYLE, HIS WIFE, AND LUMAN N. BOGUE AND HELEN C. BOGUE, HIS WIFE, IN A DEED RECORDED JANUARY 6, 1928, IN BOOK 117, PAGE 234 OF OFFICIAL RECORDS.

ALSO EXCEPTING FROM AN UNDIVIDED ONE-THIRD INTEREST OF ALL OIL, CRUDE PETROLEUM, ASPHALTUM, MALTHA, TAR, GAS AND OTHER HYDROCARBON SUBSTANCES IN AND UNDER SAID LAND CONVEYED TO BESS H. MORSE, AS HER SEPARATE PROPERTY, BY DEEDS RECORDED MARCH 16, 1933 AND JUNE 2, 1933 IN BOOK 601, PAGE 296 AND IN BOOK 611, PAGE 417 BOTH OF OFFICIAL RECORDS, RESPECTIVELY.

PARCEL 2: (APN: 341-501-66)
THE DESIGNATED REMAINDER PARCEL OF TRACT MAP NO. 15700, IN THE CITY OF PLACENTIA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 854, PAGES 17 TO 22 INCLUSIVE OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

ALSO EXCEPTING FROM A PORTION OF SAID LAND ALL AND ALL KINDS OF CRUDE PETROLEUM OIL, ASPHALTUM, MALTHA, TAR, GAS AND ANY AND ALL OTHER HYDROCARBON SUBSTANCE IN, UPON OR UNDER SAID PARCEL OF LAND, AS RESERVED BY NATHAN FRANK MORSE AND LOTTIE E. MORSE, HIS WIFE, IN A DEED RECORDED JANUARY 4, 1922, IN BOOK 410, PAGE 205 OF DEEDS.

GENERAL NOTES:

2. 3.

4. 5.

6. 7.

8. 9.

10. EXISTING LAND USE: OIL OPERATIONS
ADJACENT LAND USE: N - RESIDENTIAL, S - RESIDENTIAL, E - PARK AND RESIDENTIAL, W - COMMERCIAL GENERAL PLAN USE: MEDIUM DENSITY RESIDENTIAL
EXISTING ZONING: SPECIAL ZONE 7
ELECTRICAL SERVICE WILL BE PROVIDED BY SOUTHERN CALIFORNIA EDISON COMPANY. ALL NEW ELECTRICAL SERVICE LINES WILL BE PLACED UNDERGROUND.

GAS SERVICE WILL BE PROVIDED BY SOUTHERN CALIFORNIA GAS COMPANY.

TELEPHONE SERVICE WILL BE PROVIDED BY AT&T.

CAN SERVICES WILL BE PROVIDED BY CHARTER COMMUNICATIONS.

DOMESTIC WATER WILL BE PROVIDED BY GOLDEN STATE WATER COMPANY.

SEWER SERVICES WILL BE PROVIDED BY THE CITY OF PLACENTIA.

11. PROPOSED SEWER FACILITIES: STANDARD LATERAL CONNECTIONS TO EXISTING SEWER SYSTEM AND PROPOSED SEWER FACILITIES SHALL BE IN ACCORDANCE WITH S.P.P.W.C. "GREENBOOK" AND THE DESIGN CRITERIA IN CHAPTER 9 OF THE SEWER MANAGEMENT PLAN VOLUME 1. ALL SEWER MAINS AND LATERALS TO BE PVC PIPE. r
SHEET 6
1 LI
-f
-
46 47 49
45 43
42 39
38 44
41 40
37 36 35
48 50
51 53
�I
54 c
31 32 33 34
55 57 56
58 59
61 60
63 64
62 65
66 28
27 26
24 25
23 22
95 93 94
96 U 97
1 w -
98 99
100
92 91
89 90
67 J
88 87 ' W
Lu II
73 A
85 86
69 72
84 83
KI
76 79
75 68
70 71
74 12. PROPOSED WATER FACILITIES: STANDARD DOMESTIC WATER CONNECTIONS TO EXISTING WATER SYSTEM AND PROPOSED DOMESTIC WATER FACILITIES SHALL BE IN ACCORDANCE WITH GOLDEN STATE WATER COMPANY'S STANDARD DRAWINGS FOR THE CONSTRUCTION OF DOMESTIC WATER FACILITIES. ALL WATER MAINS TO BE PVC PIPE.

13. THE DEVELOPER RESERVES THE RIGHT TO FILE MULTIPLE FINAL MAPS FOR THIS TENTATIVE TRACT MAP.

14. MAINTENANCE OF ALL LETTERED LOTS AND PARKWAYS SHALL BE THE RESPONSIBILITY OF A HOME OWNERS ASSOCIATION.

15. A PORTION OF THE PROPOSED STORM DRAIN SYSTEM WITHIN THE LIMITS OF THIS PROJECT WILL BE PRIVATELY OWNED AND MAINTAINED BY HOME OWNERS ASSOCIATION. ALL STORM DRAIN PIPES TO BE ADS OR PVC PIPE.

16. THIS PROJECT IS LOCATED IN FLOOD ZONE "X" SHOWN ON FEMA PANELS 06059C0064H MAPS.

REVISED DATE: FEBRUARY 18, 2004.

17. DRAINAGE OF THIS PROJECT WILL BE CONVEYED BY MEANS OF A STORM DRAIN SYSTEM CONSISTING OF VARYING SIZES OF STORM DRAIN PIPE AND AREA DRAINS. TOTAL PROJECT GROSS ACREAGE IS 17.02 ACRES, NET ACREAGE IS 14.44 ACRES, THE NET DENSITY IS 6.93 DU/NET AC.

18. THE SUBDIVIDER RESERVES THE RIGHT TO RE -CONFIGURE AND TO ADD ADDITIONAL LOTS ON THE FINAL TRACT MAP(S) FOR PROJECT PHASING PURPOSES. THE ADDITIONAL LOTS CAN BE NUMBERED OR LETTERED. THE TOTAL NUMBER OF DEVELOPED DWELLING UNITS WILL NOT EXCEED 100 UNITS.

19. ALL PROPOSED UTILITIES WILL BE UNDERGROUND.

20. SCHOOL DISTRICT IS PLACENTIA-YORBA LINDA UNIFIED.

21. ALL SIDEWALKS, CURB RETURNS, AND PEDESTRIAN CROSSINGS MUST MEET THE TITLE 24 AND AMERICAN DISABILITIES ACT REQUIREMENTS.

22. AN EASEMENT FOR EMERGENCY ACCESS AND PUBLIC SERVICE VEHICULAR INGRESS AND EGRESS PURPOSES WILL BE PROVIDED OVER PRIVATE STREETS.

23. 100 DETACHED RESIDENTIAL SINGLE FAMILY HOMES ARE PROPOSED.

24. ALL PROPOSED STREETS ARE PRIVATE AND MAINTAINED BY THE HOA.

25. THE NEAREST BUS TURNOUT IS LOCATED AT ALTA VISTA ST AND ROSE DRIVE WHICH IS APPROXIMATELY 550 FT FROM THE PROJECT BOUNDARY.

26. RUNOFF WILL BE DETAINED BY ACF ENVIRONMENTAL R -TANK STORMWATER MODULES AND FOCALPOINT HIGH PERFORMANCE MODULAR BIOFILTRATION SYSTEM (H.P.M.B.S.)

27. A PORTION OF STREET 'D' IS CLASSIFIED AS A 28' WIDE ALLEY (ALLEY 'D') WITH PARKING ON ONE SIDE.

28. THE EXISTING 27.0' WIDE EASEMENTS, SHOWN AS LOTS 'A' AND 'B' ON TRACT 15700 FINAL MAP, TO BE QUITCLAIMED AND REDEDICATED AS A 25.0' EASEMENTS.

U)
BASIS OF BEARING:

THE BEARINGS SHOWN HEREON ARE BASED
ON THE GRID BEARING OF NO3"'26'01'W

BASED UPON A LINE BETWEEN OCS

HORIZONTAL CONTROL DATASHEET STATION
0112 AND STATION 5213 AS DERIVED FROM

GEODETIC VALUES PUBLISHED AND

COMPUTED BY ORANGE COUNTY DEPARTMENT
OF PUBLIC WORKS.
77 78
81 82
i
'I.

BLANKENSHIP CIRCLE -
1 1
1 1
�rSHEET 5�-!
. � J
tn

REMAINDER PARCEL
N.A.P.

F
r
S
II
u

REVISION DATE DESC RPTION
SHEET 4
7- 7

APPROVED
PREPARED BY:

INDEX MAP
9 CORPORATE PARK, SUITE 100
WILSON MIKAMI IRVINE, CA 92606

CORPORATION
T: 949-679-0090
CIVIL ENGINEER: SCOTT M. WILSON
49884
LICENSE NO.
9-30-22
EXP. DATE
OWNER
Toll Brothers
AMERICA'S LUXURY HOME BUILDER®
725 W. TOWN & COUNTRY ROAD, SUITE 200
ORANGE, CA 92868
CONTACT: ERIC EVERHART
57 Bastanchury Rd
i z U
a CD
i B
o m
a
Chapman Ave
r

JO GSO N
Alta Vosta St —q:))
E Crowther Ave
Bastanchury Rd
Yorba Linda Blvd
Buena Vista Ave -
J
E Orangethorpe Ave —,
La Palma Ave

PROJECT

LOCATION

VICINITY MAP

SHEET LEGEND

TITLE SHEET & INDEX MAP

STATISTICAL SUMMARY & SECTIONS
SECTIONS (CONT.)
TRACT 19250 TENTATIVE TRACT MAP SITE PLAN

EXISTING EASEMENTS AND PUBLIC ROW'S

FOCALPOINT SPECIFICATIONS AND R -TANK DETAILS
RECORD OWNER:

PLACENTIA DEVELOPMENT CO., LLC, A CALIFORNIA

LIMITED LIABILITY COMPANY
1140 VIRGINIA DRIVE, FORT WASHINGTON, PA 19034
LEGEND

PROPOSED TRACT BOUNDARY

PROPOSED LOT LINE
PROPOSED TRACT 19250 LOT NO. 2
PROPOSED TRACT 19250 LOT LETTER A

GRAPHIC SCALE
100 0 50 100 200
1 1
( IN FEET )
1 inch = 100 ft.
1 2
3 4-6
7 8-9
•
VESTING TENTATIVE TRACT MAP 19250

ALTA VISTA

TITLE SHEET
■
1 0,g

9/06/22
S\10367°00\dwc\RSP0002_TTv0dwc
P
R/W

10.0'

LANDSCAPE LOT
R/W

5.0' =5.0'=
WALK -7
6" C&G
R/W

25.0'

4. 89.0' ROW

10.0'

69.0'

15.0'

RESIDENT LANE

4.0' 15.0'

VISITOR LANE
PROPOSED 8" DW
1 5.0' 5.0' 18.0'

2.0%

WALK -/I
6" C&G
R/W

8.0'

PARKING

2.0%

14.0'
SECTION "A -A"
(NO PARKING ALLOWED EITHER SIDE)
N.T.S.

PORTION OF STREET "A"
(PRIVATE STREET)

4. 56.0' ROW
361.0'

10.0'

EASEMENT
R/W

18.0' 5.0' 5.0' I

2.0%

6.0'-j
PROPOSED 8" DW

PROPOSED SD

SIZE VARIES

6.5 -1 11.5'

SECTION

8.0'

PARKING

2.0%
WALK

6.0'-i\-6" C&G
PROPOSED 8" SS

PROPOSED CRIMSON LINE
"C -C"
(PARKING ALLOWED ON BOTH SIDES)
N.T.S.

PORTIONS OF STREET "D"
(PRIVATE STREET)
1 5.0' 5.0' 18.0'

2.0%

8.0'

PARKING

2.0%

4. 56.0' ROW
361.0'

18.0'

8.0'

PARKING
WALK
6" C&G �6.0'-I
PROPOSED " DW
1_4.5_ 5.5'

2.0%
WALK
6" C&G
-"

PROPOSED SD

SIZE VARIES

8.0'

PARKING

18.0'

2.0%
SECTION "E -E"
(PARKING ALLOWED ON BOTH SIDES)
N.T.S.

STREET "C"
(PRIVATE STREET)

4. 56.0' ROW
361.0'

18.0'

2.0%

8.0'

PARKING

6.0' -
PROPOSED 8" SS-/
R/W

5.0' 5.0' 1

2.0%
WALK
-6.0'H6" C&G
PROPOSED 8" SS
R/W

5.5' _4.5_1

2.0%
- WALK
6" C&G
PROPOSED 8" DW

PROPOSED SD

SIZE VARIES
SECTION "R -R"
(PARKING ALLOWED ON BOTH SIDES)
N.T.S.

PORTION OF STREET "B"
(PRIVATE STREET)
BENCHMARK:

DESCRIBED BY OCS 2003 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "2C-101- 75", SET IN THE NORTHEASTERLY CORNER OF A 4 F. BY 7 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHWESTERLY

CORNER OF THE INTERSECTION OF BUENA VISTA AVENUE AND VAN BUREN STREET, 370 FT.WESTERLY OF THE CENTERLINE OF VAN BUREN AND 33 FT.

NORTHERLY OF THE CENTERLINE OF BUENA VISTA. MONUMENT IS SET LEVEL WITH THE SIDEWALK.

ELEVATION 312.589 FT, NAVD 88 DATUM (ADJ 2006)

2.0%
6" CURB
R/W

STATISTICAL SUMMARY AND SECTIONS
R/W

10.0'•I

2.0%
6" C&G
R/W
1 5.0' 5.0'

2.0%

WALK -/I
6" C&G
R/W

8.0'

PARKING
P
R/W

10.0' I 5.0' 5.0'

LANDSCAPE LOTI

18.0'

2.0%
WALK
6» C&G

56.0' ROW
361.0'

10.0'

EASEMENT

6.0' _ = 11.5' _
PROPOSED 8" SS-"

PROPOSED CRIMSON LINE
1 5.0' 5.0'

2.0%
WALK -7
6" C&G�

8.0'

PARKING

SECTION
-6.0'

18.0'

2.0%

15.0'

2.0%
6" CURB
PROPOSED 8" DW

4. 60.0' ROW
401.0'

10.0'

15.0'

2.0%

8.0'

PARKING
6" CURB
SECTION "B -B"
(NO PARKING ALLOWED EITHER SIDE)
N.T.S.

PORTION OF STREET "A"
(PRIVATE STREET)
R/W

5.0' 5.0' 1

2.0%
1 -6" C&G WALK
PROPOSED 8" DW

PROPOSED SD

SIZE VARIES
"D -D"
(PARKING ALLOWED ON BOTH SIDES)
N.T.S.

PORTION OF STREET "A"
(PRIVATE STREET)

18.0'

2.0%

4. 56.0' ROW
361.0'

18.0'

2.0%

8.0'

PARKING
PROPOSED 8" SS°

4. 27.0' ROW

26.0'
R/W

5.0' 5.0' 1

2.0%
WALK
C&G
PROPOSED 8" DW

PROPOSED SD

SIZE VARIES
SECTION "F -F"
(PARKING ALLOWED ON BOTH SIDES)
N.T.S.

PORTION OF STREET "A" & STREET "B"
(PRIVATE STREET)
R/W

13.0'

0.5' CONCRETE BAND y
I ai .

5.0'b8•°'
-7.0'H \-4" FLARED
PROPOSED 8" DW
BASIS OF BEARING:

THE BEARINGS SHOWN HEREON ARE BASED
ON THE GRID BEARING OF NO3^26'01'W

BASED UPON A LINE BETWEEN OCS

HORIZONTAL CONTROL DATASHEET STATION
0112 AND STATION 5213 AS DERIVED FROM

GEODETIC VALUES PUBLISHED AND

COMPUTED BY ORANGE COUNTY DEPARTMENT
OF PUBLIC WORKS.

PROPOSED 12" SD
1 PROPOSED 8" SS
SECTION "G -G"
(NO PARKING ALLOWED ON BOTH SIDES)
N.T.S.

STREET "B" ALLEY
(PRIVATE STREET ALLEY)

REVISION DATE DESORPTION
CURB
R/W

10.0'
R/W

2.0%
6" C&G

PROPOSED SD

SIZE VARIES

34.0' ROW

28.0'

VARIES VARIES

10.0'-13.0' 15.0'-18.0'

8.0'

PARKING
R/W

5.0'
1 14.0'

0.5' CONCRETE BAND y WALK
_Halogagiugglauskatamatt - 3 -I
- 9.0' 6.0'H\\-4" FLARED CURB
PROPOSED 8" SS -r

APPROVED
PROPOSED 8" DW
PROPOSED 36" SD
SECTION "H -H"
(PARKING ALLOWED ON ONE SIDE)
N.T.S.

PORTION OF STREET "D"
(PRIVATE STREET ALLEY)
PREPARED BY:
11 11
9 CORPORATE PARK, SUITE 100
WILSON MIKAMI IRVINE, CA 92606

CORPORATION
T: 949-679-0090
CIVIL ENGINEER: SCOTT M. WILSON
49884
LICENSE NO.

LOT LOT AREA LOT AREA PROPOSED
NO. (S.F.) (AC.) LAND USE
1 3422 0.079 RESIDENTIAL
2 3338 0.077 RESIDENTIAL
3 3007 0.069 RESIDENTIAL
4 3422 0.079 RESIDENTIAL
5 3525 0.081 RESIDENTIAL
6 4043 0.093 RESIDENTIAL
7 3613 0.083 RESIDENTIAL
8 3495 0.080 RESIDENTIAL
9 3495 0.080 RESIDENTIAL
10 4355 0.100 RESIDENTIAL
11 4048 0.093 RESIDENTIAL
12 4613 0.106 RESIDENTIAL
13 4193 0.096 RESIDENTIAL
14 3990 0.092 RESIDENTIAL
15 3435 0.079 RESIDENTIAL
16 4517 0.104 RESIDENTIAL
17 3725 0.086 RESIDENTIAL
18 4421 0.101 RESIDENTIAL
19 5359 0.123 RESIDENTIAL
20 7703 0.177 RESIDENTIAL
21 4946 0.114 RESIDENTIAL
22 3558 0.082 RESIDENTIAL
23 4207 0.097 RESIDENTIAL
24 6191 0.142 RESIDENTIAL
25 3721 0.085 RESIDENTIAL
26 3475 0.080 RESIDENTIAL
27 6636 0.152 RESIDENTIAL
28 3659 0.084 RESIDENTIAL
29 3593 0.082 RESIDENTIAL
30 4965 0.114 RESIDENTIAL
31 5712 0.131 RESIDENTIAL
32 3863 0.089 RESIDENTIAL
33 4102 0.094 RESIDENTIAL
34 3575 0.082 RESIDENTIAL
35 3417 0.078 RESIDENTIAL
36 3787 0.087 RESIDENTIAL
37 3886 0.089 RESIDENTIAL
38 4648 0.107 RESIDENTIAL
39 4041 0.093 RESIDENTIAL
40 3886 0.089 RESIDENTIAL
41 3886 0.089 RESIDENTIAL
42 4780 0.110 RESIDENTIAL
43 4212 0.097 RESIDENTIAL
44 4185 0.096 RESIDENTIAL
45 6405 0.147 RESIDENTIAL
46 3761 0.086 RESIDENTIAL
47 3749 0.086 RESIDENTIAL
48 6612 0.152 RESIDENTIAL
49 3257 0.075 RESIDENTIAL
50 3731 0.086 RESIDENTIAL
51 3577 0.082 RESIDENTIAL
52 6488 0.149 RESIDENTIAL
53 5434 0.125 RESIDENTIAL
54 4185 0.096 RESIDENTIAL
55 4537 0.104 RESIDENTIAL
56 5118 0.117 RESIDENTIAL
57 3886 0.089 RESIDENTIAL
58 3886 0.089 RESIDENTIAL
59 4303 0.099 RESIDENTIAL
60 4922 0.113 RESIDENTIAL
61 3886 0.089 RESIDENTIAL
62 3570 0.082 RESIDENTIAL
63 3009 0.069 RESIDENTIAL
64 4442 0.102 RESIDENTIAL
65 4637 0.106 RESIDENTIAL
66 7910 0.182 RESIDENTIAL
67 6258 0.144 RESIDENTIAL
68 6242 0.143 RESIDENTIAL
69 3306 0.076 RESIDENTIAL
70 3807 0.087 RESIDENTIAL
71 3306 0.076 RESIDENTIAL
72 4172 0.096 RESIDENTIAL
73 3026 0.069 RESIDENTIAL
74 5895 0.135 RESIDENTIAL
75 3100 0.071 RESIDENTIAL
9-30-22
EXP. DATE
OWNER:

TRACT 19250 - NUMBERED LOTS
Toll Brothers

MAINTENANCE

REPONSIBILITY

HOMEOWN ER

HOMEOWNER

HOMEOWN ER

HOMEOWNER

HOMEOWN ER

HOMEOWN ER
AMERICA'S LUXURY HOME BUILDER®
725 W. TOWN & COUNTRY ROAD, SUITE 200
ORANGE, CA 92868
CONTACT: ERIC EVERHART
76 3596 0.083
77 7680 0.176
78 4676 0.107
79 3504 0.080
80 4343 0.100
81 6015 0.138
82 5521 0.127
83 4161 0.096
84 3730 0.086
85 3065 0.070
86 3306 0.076
87 3306 0.076
88 4232 0.097
89 3686 0.085
90 3306 0.076
91 3306 0.076
92 4266 0.098
93 2986 0.069
94 3304 0.076
95 4376 0.100
96 3713 0.085
97 3713 0.085
98 3713 0.085
99 4610 0.106
100 5081 0.117
TOTAL 428,256 9.83

RESI DENTIAL

RESI DENTIAL
TRACT 19250 - LETTERED LOTS

LOT LOT AREA
LETTER (S.F.)
A 49,967
B
24,856
C
24,785
D
15,548
E
11,709
F
29,085
G 2,196
H
16,244
8,273
J 1,181
K
3,434
L
1,237
M 959
N 203
O 243
P
2,461
Q
2,250
R
1,469
S
4,846
TOTAL 200,947

LOT AREA
(AC.)

1.147

0.571

0.569

0.357

0.269

0.668

0.05 0.373

0.19 0.027

0.079

0.028

0.022

0.005

0.006

0.057

0.052

0.034

0.111

4.61 PROPOSED

LAND USE

PRIVATE STREET

PRIVATE STREET
PARK

LAN DSCAPE

LAN DSCAPE/OIL FACILITIES

LAN DSCAPE

LANDSCAPE/OIL FACILITIES

OIL FACILITIES

LAN DSCAPE

LAN DSCAPE/OIL FACILITIES

HOMEOWN ER

MAINTENANCE

REPONSIBILITY
HOA
HOA
HOA
HOA
HOA
HOA
HOA
HOA
HOA
HOA
HOA
HOA
HOA
HOA
HOA
HOA

OIL OPERATOR
HOA
HOA
TRACT 19250 - LAND USE SUMMARY

DESCRIPTION
LOTS 1-100 (RESIDENTIAL)
LOTS "A" -"E" (PRIVATE STREET)
LOTS "G" -"K", "M"-"0", "R" (LANDSCAPE)
LOT "F" (PARK)
LOTS "L", "P" & "R" (LANDSCAPE AND OIL FACILITES)
LOT "Q" (OIL FACILITIES)

PUBLIC RIGHT OF WAY DEDICATION
REMAINDER PARCEL (N.A.P.)

TOTAL AREA (GROSS)
VESTING TENTATIVE TRACT MAP 19250

ALTA VISTA

STATISTICAL SUMMARY AND SECTIONS
TOTAL

9.83 AC.

2.91 AC.

0.78 AC.

0.67 AC.

0.20 AC.

0.05 AC.

0.02 AC.

2.56 AC.

17.02 AC.
2 OF

9/07/22
S�\10367.00\cwg\PSP0003_TTN
TR19250 BNDY.

PROPOSED FREE STANDING SOUND

WALL, ULTIMATE HEIGHT TO BE

DETERMINED BY SITE SOUND STUDY

EXISTING OIL FACILITIES
R/W

5.3' 4.0'
PROPOSED 4.5' MAX

RETAINING WALL

0.5' CONCRETE BAND

2.0%
VARIES

10.0'-13.0'
_ 8.0' _

PARKING

34.0' ROW

28.0'
VARIES

15.0'-18.0'
= 14.0'
tr ;Day nrsr�

7.0' 7.0' -
PROPOSED 8" SS-/
TR19250 BNDY.

3.3 EXISTING FREE

STANDING SITE WALL

EXISTING COMMERCIAL
PROPOSED 5.0' MAX f

RETAINING WALL
PL
R/W

5.0'
WALK
\-4" FLARED CURB
PROPOSED 8" DW
PROPOSED 36" SD
VARIES
N4.5'-6.5'

0.5' CONCRETE SWALE

RESIDENTIAL
SECTION "K -K"
N.T.S.

20.0'

EXISTING EXISTING

GROUND CRIMSON
LINE
_ 10.0'

EASEMENT
RESIDENTIAL % i = 5.0' f = 10.0' MIN.

PAD

3.0'
DEEP

PROPOSED

CRIMSON
LINE
o
PL
SECTION "0-0"
N.T.S.

BENCHMARK:

DESCRIBED BY OCS 2003 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "2C-101- 75", SET IN THE NORTHEASTERLY CORNER OF A 4 FT. BY 7 F. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHWESTERLY

CORNER OF THE INTERSECTION OF BUENA VISTA AVENUE AND VAN BUREN STREET, 370 FT.WESTERLY OF THE CENTERLINE OF VAN BUREN AND 33 FT.

NORTHERLY OF THE CENTERLINE OF BUENA VISTA. MONUMENT IS SET LEVEL WITH THE SIDEWALK.

ELEVATION 312.589 FT, NAVD 88 DATUM (ADJ 2006)

3.0' MAX.

RETAINING
WALL

RESIDENTIAL
PAD

RESIDENTIAL
VARIES, MINIMUM N114'
PROPOSED 4.5' MAX RETAINING SITE

WALL, TOTAL HEIGHT PER CITY OF

PLACENTIA MUNICIPAL CODE
SECTION "1-1"
N.T.S.

TR19250 BNDY.

3.0 _ 5.2 _
EXISTING FREE I MIN.

STANDING SITE WALL

EXISTING RESIDENTIAL

4.5' MAX.

RETAINING
WALL
P

3.0'
MIN
PROPOSED 3.0' MAX

RETAINING WALL

0.5' CONCRETE SWALE
PROPOSED 3.0' MAX f RESIDENTIAL
RETAINING WALL =

RESIDENTIAL
PAD
BASIS OF BEARING:

THE BEARINGS SHOWN HEREON ARE BASED
ON THE GRID BEARING OF NO3-26'01'W

BASED UPON A LINE BETWEEN OCS

HORIZONTAL CONTROL DATASHEET STATION
0112 AND STATION 5213 AS DERIVED FROM

GEODETIC VALUES PUBLISHED AND

COMPUTED BY ORANGE COUNTY DEPARTMENT
OF PUBLIC WORKS.

PL
SECTION "L -L"

10.0'

EASEMENT
PL
N.T.S.

4.5' MAX.

RETAINING
WALL

5.0'

14.4' MIN. _

RESI DENTIAL
PAD

3.0'
DEEP

PROPOSED

CRIMSON LINE
SECTION "P -P"
N.T.S.

EXISTING
GROUND

EXISTING

CRIMSON
LINE
SECTIONS (CONT.)
TR1925) BNDY.

PROPOSED 25.0' EASEMENT ALTA VISTA DRIVE
VARIES
EXIST. 8.0'_
WALK

REVISION DATE DESCRIPTION

0.5' CONCRETE SWALE

RESIDENTIAL

9.0'

PROPOSED PERIMETER

SITE WALL
TR19250 BNDY.
30,_
MIN. I EXISTING FREE

STANDING SITE WALL

RESIDENTIAL

EXISTING RESIDENTIAL
-`\_ PROPOSED 4.5' MAX
= RETAINING WALL
SECTION "M -M"
PL

3.0' MAX

RETAINING WALL
N.T.S.

10.0'

EASEM ENT
RESIDENTIAL 5.0'
PAD
EX.

PERIMETER
WALL
EX. RESIDENTIAL
PAD
PROPOSED 8" DW
SECTION "Q -Q"

APPROVED
N.T.S.

PREPARED BY:

PROPOSED 25.0'
XISTING 8.0
WALK
TR1925) BNDY.

EASEMENT I ALTA VISTA DRIVE
VARIES
N8.0'-13.0'
SECTION "J -J"
N.T.S.

0.5' CONCRETE SWALE
TR1925) BNDY.

BLANKENSHIP CIR.

4.0' X20'
MIN. PROPOSED FREE

STANDING SITE WALL
RESIDENTIAL F\_PROPOSED 4.5' MAX
= RETAINING WALL
SECTION "N -N"
PL

3.0' MAX

RETAINING WALL

PROPOSED PARK

5.0'
N.T.S.

TR19250 BNDY.

20.0'

EASEMENT

FLOWLINE

5.0'

2.0% 2.0% I j
PROPOSED 12" SD

PROPOSED ELECTRICAL

CONDUIT
9 CORPORATE PARK, SUITE 100
WILSON MIKAMI IRVINE, CA 92606

CORPORATION
T: 949-679-0090
CIVIL ENGINEER: SCOTT M. WILSON
49884
LICENSE NO.

EXISTING

CHAIN-LINK FENCE
EX. PARK
0 PROPOSED 8" DW
SECTION "S -S"
9-30-22
EXP. DATE
N.T.S.

OWNER
Toll Brothers
AMERICA'S LUXURY HOME BUILDER®
725 W. TOWN & COUNTRY ROAD, SUITE 200
ORANGE, CA 92868
CONTACT: ERIC EVERHART
Th

TYPICAL LOT GRADING
VESTING TENTATIVE TRACT MAP 19250

ALTA VISTA
SECTIONS (CONT.)

STREET 'A'
3 0,g

9/07/22
S\10367.00\cw03SP0004_TTv.cwc
•
19 17
O
PAD=
293.8
PAD=
293.4
R=1500.
7 •Og
16 5.0'
79 PAD=
292.0
I �
78 PAD= 1'
292.0
//
N
PAD=
292.7
n

PROPOSED FREE STANDING SOUND

WALL, ULTIMATE HEIGHT TO BE

DETERMINED BY SITE SOUND STUDY
(0
•Ji
80 R=25.0'
PAD=
290.5
PAD=
292.4

4.0' MAX

RETAINING WALL
SO,
1 811
PAD=1
290.41
II

3.5'MAX

RETAINING NLL
0 r
82 PAD=
290.4
k
R=681.50'
R=35.0'

PROPOSED FREE STANDING SOUND

ALL, THE ULTIMATE HEIGHT TO BE

DETERMINED BY SITE SOUND STUDY

4.5' MAX

RETAINING WALL
1 PROPOSED RETAINING SOUND WALL,

ULTIMATE HEIGHT TO BE DETERMINED
:Y SITE SOUND STUDY
F) / n--1
_

3.0'

RETAINING

20.0' EASE
OIL A
f�1
11 WALL I I

ENT FOR II
ESS
MAX
J
PAD=
288.8

4.5' MAX

RETAINING WALL

PROPOSED
ARK

3.0' MAX

RETAINING WALL

EXIS EASEMENT TO SOUTHERN

CALIFORNIA ED FOR UNDERGROUND
ELECTRICAL SUPPLY SYSTEMS I\

EXISTING O' EASEMENT TO SOUTHER

CALIFORNIA EDI FOR PUBLIC UTILITIES

AND INCIDENTAL PURPOSES

OF R -TANK
ROPOSE
DET

REQUIRED
R1.

D UNDER OUND

ENTION SIN
D' ENTION =
9 , AC -FT

ANK (PENT)

LIMIT OF R -TAN
7 EXISTING 35.0' PUBLIC STORM DRAIN

EASEMENT
EXISTING 25.0' EMERGENCY

VEHICLE ACCESS EASEMENT
P)
EXISTING 20.0' PUBLIC

SEWER EASEMENT
12•'W
1 BENCHMARK:

DESCRIBED BY OCS 2003 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "2C-101- 75", SET IN THE NORTHEASTERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHWESTERLY

CORNER OF THE INTERSECTION OF BUENA VISTA AVENUE AND VAN BUREN STREET, 370 FT.WESTERLY OF THE CENTERLINE OF VAN BUREN AND 33 FT.

NORTHERLY OF THE CENTERLINE OF BUENA VISTA. MONUMENT IS SET LEVEL WITH THE SIDEWALK.

ELEVATION 312.589 FT, NAVD 88 DATUM (ADJ 2006)
BASIS OF BEARING:

THE BEARINGS SHOWN HEREON ARE BASED
ON THE GRID BEARING OF NO3-26'01'W

BASED UPON A LINE BETWEEN OCS

HORIZONTAL CONTROL DATASHEET STATION
0112 AND STATION 5213 AS DERIVED FROM

GEODETIC VALUES PUBLISHED AND

COMPUTED BY ORANGE COUNTY DEPARTMENT
OF PUBLIC WORKS.
9V190N DATE

DESORPTION

APPROVED
PREPARED BY:
11 9 CORPORATE PARK, SUITE 100
WILSON MIKAMI IRVINE, CA 92606

CORPORATION
T: 949-679-0090
CML ENGINEER: SCOTT M. WILSON
49884
LICENSE NO.
9-30-22
EXP. DATE
OWNER
Toll Brothers
AMERICA'S LUXURY HOME BUILDER®
725 W. TOWN & COUNTRY ROAD, SUITE 200
ORANGE, CA 92868
CONTACT: ERIC EVERHART
3ROPOSED FOCALPOINT
—5.0' MAX

RETAINING WALL
12"w
LEGEND

DOMESTIC WATER LINE (PROP) DW

SANITARY SEWER UNE (PROP)

RECYCLED WATER LINE (PROP) RW

STORM DRAIN LINE (PROP- SD

CITY OF PLACENTIA)
DOMESTIC WATER UNE (EXIST) — —DW— — —
SANITARY SEWER LINE (EXIST) - — — -SS — —
STORM DRAIN LINE (EXIST) _ _ = SD= _

STREET CENTER LINE

RIGHT OF WAY

PROPOSED LOT LINE

RECORDED LOT UNE
RECORDED TRACT (N.A.P.)

FACE OF CURB & GUTTER

TRACT BOUNDARY

EASEMENT

EXISTING CONTOUR

PROPOSED CONTOUR

FIRE HYDRANT

CATCH BASIN (PROP)

STREET LIGHT

RETAINING WALL

PROPOSED STREET OR WALK GRADE
PROPOSED TRACT 19250 LOT NO.

PROPOSED TRACT 19250 LOT LETTER

0.C.F.A. TURNAROUND

EXISTING OIL WELL
111, 111,
205
2T\
O--0

5.0%
1 A
/////////////

EASEMENT NOTES

EASEMENT TO GOLDEN STATE WATER

COMPANY FOR WATER PURPOSES

EASEMENT TO THE CITY OF PLACENTIA

FOR SANITARY SEWER PURPOSES

EASEMENT TO THE CITY OF PLACENTIA

FOR STORM DRAIN PURPOSES

EASEMENT FOR EMERGENCY ACCESS

PURPOSES TO THE CITY OF PLCAENTIA

CRIMSON LINE EASEMENT FOR OIL

PURPOSES

EASEMENT TO THE CITY OF PLACENTIA

FOR SIDEWALK AND UTILITY PURPOSES
F 1Thr
SHEET 6
SHEET 5

INDEX MAP

GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.

VESTING TENTATIVE TRACT MAP 19250

ALTA VISTA

SITE PLAN
Slur
4 OF

9/07/22
9\10367000\cwc\RSP0005_TTv0cwg
- I
U I
jI

3.0' MAX

RETAINING WALL

4.5' MAX

RETAINING WALL
Lri
V)
LC)
1 /
EXISTING PERIMETER _71
WALL
0 PROPOSED FREE STANDING SOUND

WALL, ULTIMATE HEIGHT TO BE

DETERMINED BY SITE SOUND STUDY I
31 PAD=
298.1
II
I 295.2
X-5.0' MAX

RETAINING WALL
i
71'
30 PAD=
297.4
56'
27 PAD=
296.2
66'
•
24 PAD=
7 \15'
\0
N \
10'
71-
N)

4.5' MAX

RETAINING WALL
y I 59'
32 PAD=
298.1
51'
52'
29 PAD=
297.4
57'
72'
28 PAD=
296.9
62'
62'
26 PAD=
296.2

10.0'

5.0' WALK _7
/' 33
PAD=
298.1
Co
58'
34 PAD=
298.4
13' I- --0- 40'

1.36%
�f 1
R=20.C'
58'
62 PAD=
298.0
/ 7
A) 10' 1-0--
53'
o\0_11)
83' I
65 PAD=
297.7
II �I
5 41‘
11111111111
o
0 DC
II

1.15%
86'
180'
M 1 g'7,
55'
4D
56'

EXISTING PERIMETER
WALL
1 1
v
IHo, t
361.0' ] `I 10.0'
[18.0'_ _18.0'1 _ 5.0' WALK
72'
23 PAD=
294.9

3.0' MAX

RETAINING WALL
25 PAD=
295.2 co
57'
1 2
PAD=
294.9
72' 57'
P
1129
_-59, I
i
Q
55'
-NrI -
--1
7'
21 PAD=
294.2
0 5
PAD=
297.0
74'
96 PAD=
296.7
74'
97 PAD=
296.0
74'
98 PAD=
295.7
74'
99 PAD=
295.2
93 94
M
Ln
13,
18,
PAD=
296.4
92 PAD=
296.1
68'
89 PAD=
295.1
68'
51'
/
PAD=
296.4
57/'
/ 91
/ PAD=
/ 296.1
57'
90 PAD=
295.1
N)
j
H-
I
E
013.111hli
0 57'
88 87
R=3.0'
(T (P.)
II!
Q � o
F --
W
D I
-e
t
CO
- PADS
294.8
PAD=
294.8
68'
57'
00 17' 17'
-
-o--3-5-'
-----0- --- ---
PAD=
293.7
PAD=
293.7
Co
100
0 3
N
N
51'
PAD=
293.6
57'
84 r
83 10.0'

5.0' WALK =
PAD=
293.4
PAD=
293.4
I\
5 0
1 _-8"pW_
- _Ky 112'
11'
69 PAD=
295.1
57'
72 PAD=
294.8
57'
73 PAD=
294.2
N89°48'52"W 102.97' \
66 PAD=
298.0
126'
67 PAD=
296.9
125'
68 PAD=
296.1
125'
2'� 5
---o- _
70 PAD=
295.1
67'
LLI
CD
CD

PROPOSED FREE STANDNG SOUND

WALL, UOMATE HOGHT TO BE

I DETERMINED BY SITE SOUND STUDY
CCI
71 PAD=
294.8
67'
62'
74 PAD=
294.2
WALL
JL

EASEMENT FOR PUBUC UMITIES AND ACCESS RIGHTS,

AND WATER UTILITY PURPOSES
1 SHOWN AS LOT ON TR15700 FINAL MAP
17 -Fri
SWEET 6
SHEET 5
SHEET 4

INDEX MAP

GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.

MO011at
1 I.- PORTION OF EXISTING TR15700 TO BE

4. / DEDICATED AS PUBLIC RIGHT-OF-WAY
CRIMSON LINE 1

CM/ MEP
3L0'

18.Op„I18.0
118.0'
.0'
20 57'
PAD=
294.2
Nos,
EN
0 /
Oo
CN
s.
3-5
16 PAD=
292.7
DESCRIBED BY OCS 2003 - FOUND 3 3\ 4" OCS ALUMINUM BENCHMARK DISK STAMPED "2C-101- 75" , SET IN THE NORTHEASTERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHWESTERLY

CORNER OF THE INTERSECTION OF BUENA VISTA AVENUE AND VAN BUREN STREET, 370 FT.WESTERLY OF THE CENTERLINE OF VAN BUREN AND 33 FT.

NORTHERLY OF THE CENTERLINE OF BUENA VISTA. MONUMENT IS SET LEVEL WITH THE SIDEWALK.

ELEVATION 312.589 FT, NAVD 88 DATUM (ADJ 2006)
BASIS OF E3EAFRING:

THE BEARINGS SHOWN HEREON ARE BASED
ON THE GRID BEARING OF NO3^26'01'W

BASED UPON A LINE BETWEEN OCS

HORIZONTAL CONTROL DATASHEET STATION
0112 AND STATION 5213 AS DERIVED FROM

GEODETIC VALUES PUBLISHED AND

COMPUTED BY ORANGE COUNTY DEPARTMENT
OF PUBLIC WORKS.

REVISION DATE

DESORPTION
13 APPROVED
•
PREPARED BY:
76 PAD=
292.3
62'
79 PAD=
292.0
66'
60'
80 9 CORPORATE PARK, SUITE 100
WILSON MIKAMI IRVINE, CA 92606

CORPORATION
T: 949-679-0090
CML ENGINEER: SCOTT M. WILSON
49884
UCENSE NO.
75 PAD=
293.2
9-30-22
EXP. DATE
Co
Co
Co
OWNER
293.8
80'
78 PAD=
88'
81 292.0
LEGEND

DOMESTIC WATER UNE (PROP)

SANITARY SEWER LINE (PROP)

RECYCLED WATER UNE (PROP)

STORM DRAIN LINE (PROP -

CITY OF PLACENTIA)

DOMESTIC WATER LINE (EXIST)

SANITARY SEWER UNE (EXIST)

STORM DRAIN LINE (EXIST)

STREET CENTER LINE

RIGHT OF WAY

PROPOSED LOT LINE

RECORDED LOT LINE
RECORDED TRACT (N.A.P.)

FACE OF CURB & GUTTER

TRACT BOUNDARY

EASEMENT

EXISTING CONTOUR

PROPOSED CONTOUR

FIRE HYDRANT

CATCH BASIN (PROP)

STREET LIGHT

RETAINING WALL

PROPOSED STREET OR WALK GRADE
PROPOSED TRACT 19250 LOT NO.

PROPOSED TRACT 19250 LOT LETTER

0.C.F.A. TURNAROUND
PUBLIC R.O.W. DEDICATION

EXISTING OIL WELL
D W
SS
-18 17
111,
205
/?\
121-0

5.0%
1 A

EASEMENT NOTES

EASEMENT TO GOLDEN STATE WATER

COMPANY FOR WATER PURPOSES

EASEMENT TO THE CIW OF PLACENTIA

FOR SANITARY SEWER PURPOSES

EASEMENT TO THE CM' OF PLACENTIA

FOR STORM DRNN PURPOSES

EASEMENT FOR EMERGENCY ACCESS

PURPOSES TO THE CITY OF PLCAENTIA

CRIMSON UNE EASEMENT FOR OIL

PURPOSES

EASEMENT TO THE CIW OF PLACENTIA

FOR SIDEWALK AND UTILITY PURPOSES

PROPOSED FREE STANDNG SOUND

WALL, ULTIMATE HEIGHT TO BE

DETERMINED BY SITE SOUND STUDY
Toll Brothers

AMERICA'S LUXURY HOME BUILDER'
725 W. TOWN & COUNTRY ROAD, SUITE 200
ORANGE, CA 92868
CONTACT: ERIC EVERHART
VESTING TENTATIVE TRACT MAP 19250

ALTA VISTA

SITE PLAN
cp
5 9/06/22
S�\10367.00\cwg\PSP0006_TTN
BENCHMARK:

CORNER OF THE INTERSECTION OF BUENA VISTA AVENUE AND VAN BUREN STREET, 370 FT.WESTERLY OF THE CENTERLINE OF VAN BUREN AND 33 FT.

NORTHERLY OF THE CENTERLINE OF BUENA VISTA. MONUMENT IS SET LEVEL WITH THE SIDEWALK.

ELEVATION 312.589 FT, NAVD 88 DATUM (ADJ 2006)
F) �\
_71J
� I
of
b
N89'51'24"W
�/( 46
PAD=
304.0
62'
66'
45 PAD=
�- --0_ 303.0
1 1
II
I I I
I I I
•
I I
I I I
I 1
II
EXISTING PERIMETER.. 1
WALL 1 1
I I

EXISTING PERIMETER
WALL
89'51'24'W 102.00'
I 1
I 1
I 1
1 1
-7y
0 1
0 31
PAD=
298.1

3.0' MAX

RETAINING WALL
71'
67'
74'
43 PAD=
301.9
75'
75'
42 PAD=
301.5
II
k
75'
,
N.
1 I 39
LI
I I
1 II
I I
I I
0' MAX

STAINING
1 VJIALL 38
PAD=
300.5
75'
PAD=
300.1
,41 I
1 5.0' MAX

RETAINING
W�LL
1 1 1\

4.5' MAX I

RETAINING WALL
BASIS OF BEARING:

THE BEARINGS SHOWN HEREON ARE BASED
ON THE GRID BEARING OF NO3-26101'W

BASED UPON A LINE BETWEEN OCS

HORIZONTAL CONTROL DATASHEET STATION
0112 AND STATION 5213 AS DERIVED FROM

GEODETIC VALUES PUBLISHED AND

COMPUTED BY ORANGE COUNTY DEPARTMENT
OF PUBLIC WORKS.
32 PAD=
298.1
51'
52'
75'
36 PAD=
297.8
55'
59'
// 33
PAD=
298.1 k
1 CO
16,'
WALL N89'51
M
47 PAD=
303.8
0 CO
116'
• 48
PAD=
302.7
-_-0-----0--
49 PAD=
302.7
54'
LO
50 PAD=
303.0
62'
63'
51 PAD=
303.0
0 CD
5'
- -- --_,--,-
LC)
C0
CO 00
Ln
Ln
C0 DO
L
Co
LO
67'
41 PAD= 56-0
301.5
67' 67'
40 PAD=
300.5
67'
37 PAD=
300.1
67'
35 PAD=
298.4
62'
58'
34 PAD=
298.4
13' - -� 40

10.0' __6 d

5.0' WALK _I--18.d'_I=h8.d'
.0'
ESE
B
PAD=
301.9
67'
57 PAD=
301.5

10.0'

5.0' WALK
4 00
Ln
,1
67'
58 PAD=
300.5
67'
61 PAD=
300.1
67'
63 PAD=
298.0
58'
54'
62 PAD=
298.0
111-11-1-1

REVISION DAM

DESCRIPTION

APPROVED
PREPARED BY:
11 \\
M
�0
1T1
L1)
CO
Co
0o
N
0o
52 PAD=
304.1
53 PAD=
303.5
80'
55 PAD=
301.9
64'
59'
lA n
r
80'

3.0' MAX
RETAINING WALL--\,N,Ii
56 PAD=
301.5
80'
59 PAD=
300.5
80'
60 PAD=
300.1
79'
87'

4.5' MAX

RETNNING
64 WALL
PAD=
297.7
87'
83'
65 PAD=
297.7
c'
D
J

BLANKENSHIP CIRCLE

GARTEN DRIVE

EXISTING PERIMETER
WALL
9 CORPORATE PARK, SUITE 100
WILSON MIKAN!! IRVINE, CA 92606

CORPORATION
T: 949-679-0090
CIVIL ENGINEER: SCOTT M. WILSON
49884
UCENSE NO.
9-30-22
EXP. DATE
Dw 113'
OWNER
66 Toll Brothers

AMERICA'S LUXURY HOME BUILDER'
725 W. TOWN & COUNTRY ROAD, SUITE 200
ORANGE, CA 92868
CONTACT: ERIC EVERHART
LEGEND

DOMESTIC WATER UNE (PROP)

SANITARY SEWER UNE (PROP)

RECYCLED WATER UNE (PROP)

STORM DRAIN UNE (PROP -

CITY OF PLACENTIA)

DOMESTIC WATER UNE (EMST)

SANITARY SEWER UNE (EMST)

STORM DRAIN UNE (EMST)

STREET CENTER UNE

RIGHT OF WAY

PROPOSED LOT UNE

RECORDED LOT UNE

RECORDED TRACT (NAP)

FACE OF CURB & GUTTER

TRACT BOUNDARY

EASEMENT

EXISTING CONTOUR

PROPOSED CONTOUR

FIRE HYDRANT

CATCH BASIN (PROP)

STREET UGHT

RETAINING WALL

PROPOSED STREET OR WALK GRADE
PROPOSED TRACT 19250 LOT NO.

PROPOSED TRACT 19250 LOT LEITER

0.C.F.A. TURNAROUND

EXISTING OIL WELL
DW
JJ
FAN
SD
18176
205
/T\
0-0
1 A

EASEMENT NOTES

EASEMENT TO GOLDEN STATE WATER

COMPANY FOR WATER PURPOSES

EASEMENT TO THE CITY OF PLCENTIA

FOR SANITARY SEWER PURPOSES

EASEMENT TO THE CITY OF PLCENTIA

FOR STORM DRAN PURPOSES

EASEMENT FOR EMERGENCY ACCESS

PURPOSES TO THE CITY OF PLCAENTIA

CRWSON UNE EASEMENT FOR OIL

PURPOSES
7 -I
j Li:Jr
SHEET 6
SHEET 5
SHEET 4

INDEX MAP

GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.

VESTING TENTATIVE TRACT MAP 19250

ALTA VISTA

SITE PLAN
SHEET
oF
6 9/06/22
S\10367.00\cw03SP0007_TTv.cwc
1 1
1 BENCHMARK:

CORNER OF THE INTERSECTION OF BUENA VISTA AVENUE AND VAN BUREN STREET, 370 FT.WESTERLY OF THE CENTERLINE OF VAN BUREN AND 33 FT.

NORTHERLY OF THE CENTERLINE OF BUENA VISTA. MONUMENT IS SET LEVEL WITH THE SIDEWALK.

ELEVATION 312.589 FT, NAVD 88 DATUM (ADJ 2006)
i

GARTEN DRIVE
/
BASIS OF BEARING:

THE BEARINGS SHOWN HEREON ARE BASED
ON THE GRID BEARING OF NO3"'26'01'W

BASED UPON A LINE BETWEEN OCS

HORIZONTAL CONTROL DATASHEET STATION
0112 AND STATION 5213 AS DERIVED FROM

GEODETIC VALUES PUBLISHED AND

COMPUTED BY ORANGE COUNTY DEPARTMENT
OF PUBLIC WORKS.

REVISION DATE

DESCRIPTION

BLANKENSHIP CIRCLE
1 --

APPROVED
1 1
1 1
1 1
1 PREPARED BY:
11 9 CORPORATE PARK, SUITE 100
WILSON MIKAMI IRVINE, CA 92606

EASEMENT

RECORDED LOT LINE

EXISTING PUBLIC RIGHT

OF WAY TO BE VACATED

STREET CENTER LINE

EASEMENT NOTES

EASEMENT FOR SIDEWALK AND
PUBLIC UTILITIES. TRACT NO.
15700 MM 854/17-22
INSTRUMENT NO. 2004000098902

WATER UTILITY, PUBLIC UTILITIES
AND ACCESS EASEMENT. TRACT
NO. 15700 MM 854/17-22
INSTRUMENT NO. 2004000098902

EASEMENT AGREEMENT FOR

MAINTENANCE OF WALL AND
DRAINAGE SWALE. INSTRUMENT
NO. 19970641811 OF OFFICIAL
RECORD

UNDERGROUND ELECTRICAL SUPPLY

SYSTEMS AND COMMUNCIATION
SYSTEMS. INSTRUMENT NO.
93-0373600 OF OFFICIAL

RECORDS
SEWER EASEMENT. TRACT NO.
15700 MM 854/17-22
INSTRUMENT NO. 2004000098902

EMERGENCY VEHICLE ACCESS
EASMENT. TRACT NO. 15700 MM
854/17-22 INSTRUMENT NO.
2004000098902
STORM DRAIN EASEMENT. TRACT
NO. 15700 MM 854/17-22
INSTRUMENT NO. 2004000098902

PUBLIC UTILITIES INSTRUMENT
NO. 2012000219774

EASEMENT FOR PUBLIC UTILITIES

AND INCIDENTAL PURPOSES,
RECORDED APRIL 18, 2012 AS
INSTRUMENT NO. 2021000293104

EASEMENT FOR PIPELINE WITH

RIGHT OF INGRESS AND EGRESS
TO STANDARD OIL CO.

RECORDED DECEMBER 16, 191,
IN DDS 346/241.

GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.

VESTING TENTATIVE TRACT MAP 19250 'EE'

ALTA VISTA

EXISTING EASEMENTS AND PUBLIC RIGHT OF WAYS
7 OF

9/06/22
S�\10367°00\dwc\SP0008_TTM0dwc

FOCALPOINT HIGH PERFORMANCE MODULAR BIOFILTRATION SYSTEM (HPMBS) PERFORMANCE SPECIFICATION:

HIGH PERFORMANCE MEDIA
HIGH PERFORMANCE MEDIA MUST MEET A MINIMUM OF 100" PER HOUR INFILTRATION RATE.

FIELD TEST MUST BE CONDUCTED WITH PROSCRIBED INFILTROMETER AND SOP (SEE SPECIFICATION).

FAILURE TO MEET FIELD TESTING WILL RESULT IN THE REMOVAL OF MEDIA AND REPLACEMENT FROM ALTERNATE BATCH.

HIGH PERFORMANCE STRUCTURAL UNDERDRAIN
MUST HAVE A MINIMUM OF 19 SQUARE INCHES OF ORIFICE OPENING PER SQUARE FOOT.

MUST MEET H2O LOADING REQUIREMENTS.

MUST BE MODULAR IN NATURE AND ASSEMBLED ON SITE.

MUST HAVE MINIMUM 90% INTERIOR VOID SPACE.

PLAN VIEW

SECTION Y -Y
A
B

FOCALPOINT HPMBS CONSTRUCTION GUIDE

A FOCALPOINT LENGTH
B # UNDERDRAIN LONG

C FOCALPOINT WIDTH
D # UNDERDRAIN WIDE

E WATER QUALITY VOLUME

F OVERFLOW ELEVATION

G OUTLET FLOWLINE

H TOP OF MULCH

I TOP OF GABION (OPTIONAL)

STRUCTURAL UNDERDRAIN Y
. . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . .

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIt1111111111111111111111111111111/11►11; 7 1111t1't1t111'111111 1111t1'11t111't11111 111111.1111 1.811111 1111t1'11/111'tt1111 111111'11t111't 88 WHIPMWAY6WwvWAwxwYINAW~

OBSERVATION/ MAINTENANCE PORT
61,1,141,11,161,1614.14161,1,1„1414114114/61,1,141.11,1‘1, ,141‘1,14;1416%-s-1.11111/ 1u111.114su x/111 :111111.11111/:1111$• Thiu u lt,i1 1fl "
111111118111/11811[11118 etto ltmitit1111[11[ISIS1u18militiiitllltmisitimilemetimmittim 1llltl•{88111't11111 1111t1:1It111x1/111 t11►ti;1181 1:811811 IIIIt1:111111:t11111 111►II:IIIIII:t11118 .....:......:........I..a..a.a.aaaa.a..a....a..a.a.. a.a..a.........a.a...............................

OVERFLOW DRAIN
\\\\/
//moi/`"
Vii1
\\\sI
KN., _...

TO STORM
SEWER
, - sCINN:alp
///\�/N
3:1 SLOPE (max.)
Y—
•

LANDSCAPE DISSIPATER/ BUFFER
(WIDTH VARIES)
OVERFLOW DRAIN ELEV. (F)
TOP OF MULCH ELEV.
6" OUTLET PIPE

OVERFLOW DRAIN WITH SLANTED OR

BEEHIVE GRATE (TYPE AND PLACEMENT

VARIES)

NON -WOVEN

GEOTEXTILE

STRUCTURAL UNDERDRAIN
(H)
C D
Products Distributed by:

California Filtration Specialists
Contact us for information and pricing:
[email protected]
640 Alpine Way
Escondido, CA 92029
(858) 705-6483 Fax: (858) 487-8355
3" AGED DOUBLE SHREDDED

HARDWOOD MULCH WITH

FINES REMOVED
`N'//\�%�illll�il�il�il�illil�il�il�ill�l�l��l�il�il�il�il�i��il�llil�illjl�il`rjlil�illillilp�lilgllilli�lillil��llj��illill�liui��illil' HI04LOW MEDIA .':.
(CFS1

OBSERVATION/ MAINTENANCE

PORT WITH FOCALPOINT

INSPECTION PORT CAP
11/1111111/1IItl111/1111111/01111111111/1If1111111tl11111/I1/1///I1I 1111i11111i1111//t •Ili$$ Illi/1'111/I1 1/11E1'Watt 1'111111 1/111t'111t11'1411//"/ 1111'111111^111/11

SEE PIPE BOOT
DETAIL
/

MICROGRID
BENCHMARK:

DESCRIBED BY OCS 2003 — FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "2C-101— 75", SET IN THE NORTHEASTERLY CORNER OF A 4 FT. BY 7 F. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHWESTERLY

CORNER OF THE INTERSECTION OF BUENA VISTA AVENUE AND VAN BUREN STREET, 370 FT.WESTERLY OF THE CENTERLINE OF VAN BUREN AND 33 FT.

NORTHERLY OF THE CENTERLINE OF BUENA VISTA. MONUMENT IS SET LEVEL WITH THE SIDEWALK.

ELEVATION 312.589 FT, NAVD 88 DATUM (ADJ 2006)

STRUCTURAL UNDERDRAIN
3" COMPACTED BASE (MIN)
Products Distributed by:

California Filtration Specialists
Contact us for information and pricing:
[email protected]
640 Alpine Way
Escondido, CA 92029
(858) 705-6483 Fax: (858) 487-8355
BASIS OF BEARING:

THE BEARINGS SHOWN HEREON ARE BASED
ON THE GRID BEARING OF NO3-26'01'W

BASED UPON A LINE BETWEEN OCS

HORIZONTAL CONTROL DATASHEET STATION
0112 AND STATION 5213 AS DERIVED FROM

GEODETIC VALUES PUBLISHED AND

COMPUTED BY ORANGE COUNTY DEPARTMENT
OF PUBLIC WORKS.
9EVI8ION DATE
5 0
0 U
0 2
_z
O
0 U
0 X
z
0 U
m
a
1-
z
0 a
J
U
0 u_

TO FIND A VALUE ADDED RESELLER IN YOUR AREA VISIT
WWW.CONVERGENTWATER.COM/STORMWATER-PRODUCTS OR CONTACT
CONVERGENT WATER TECHNOLOGIES AT 800.771.5428
®}+ co
w
Ow
z
raUcc
LLL

TO FIND A VALUE ADDED RESELLER IN YOUR AREA VISIT
WWW.CONVERGENTWATER.COM/STORMWATER-PRODUCTS OR CONTACT
CONVERGENT WATER TECHNOLOGIES AT 800.771.5428

DESCRIPTION
\/
/\\r\\/*>/, % //i.///.
3"AGED DOUBLE SHREDDED
1I IJ II II)IIIIIIIII)IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 HFIARD

NESWREMOOODMUVEDLCHWITH

MICROGRID
NOTE:

FOCALPOINT HPMBS SHOULD NEVER BE

INSTALLED IN AN EXCAVATION WHICH

HAS BEEN FULLY LINED WITH AN

IMPERMEABLE LINER

APPROVED

NON -WOVEN

GEOTEXTILE
PREPARED BY:
11 1\
18" HIGH FLOW MEDIA
100"/ HR (MIN.)
(SEE SPECIFICATIONS)
6" BRIDGING STONE
(SEE SPECIFICATIONS)

STRUCTURAL UNDERDRAIN
(DEPTH VARIES)
3" COMPACTED BASE (MIN.)
Products Distributed by:

California Filtration Specialists
Contact us for information and pricing:
[email protected]
640 Alpine Way
Escondido, CA 92029
(858)705-6483 Fax: (858) 487-8355
9 CORPORATE PARK, SUITE 100
WILSON MIKAMI IRVINE, CA 92606

CORPORATION
T: 949-679-0090
CIVIL ENGINEER: SCOTT M. WILSON
49884 9-30-22
LICENSE NO. EXP. DATE
(CFSl
CALIF013,149 FILTRATION SPECIALISTS
OWNER
0 U
v/
0 ccU
m
0 1-
z_
O
J
U
0 LL

TO FIND A VALUE ADDED RESELLER IN YOUR AREA VISIT
Ocn
N
°—z
0 UO
Obi
Lis
WWW.CONVERGENTWATER.COM/STORMWATER-PRODUCTS OR CONTACT
CONVERGENT WATER TECHNOLOGIES AT 800.771.5428

OBSERVATION/ MAINTENANCE PORT CONNECTION

PIPE BOOT

NON -WOVEN

GEOTEXTILE

STRUCTURAL UNDERDRAIN

OUTLET/ INLET PIPE CONNECTION

NON -WOVEN

GEOTEXTILE

STRUCTURAL UNDERDRAINJ
Toll Brothers
AMERICA'S LUXURY HOME BUILDER°
725 W. TOWN & COUNTRY ROAD, SUITE 200
ORANGE, CA 92868
CONTACT: ERIC EVERHART

STAINLESS STEEL

HOSE CLAMP

PIPE BOOT
Products Distributed by:

California Filtration Specialists
Contact us for information and pricing:
[email protected]
640 Alpine Way
Escondido, CA 92029
(858) 705-6483 Fax: (858)487-8355
°I
(CFSr

PIPE BOOT DETAIL
3'

PIPE BOOT
1 FRONT VIEW
2'

OUTLET PIPE
PIPE O.D.

STAINLESS STEEL HOSE
CLAMP

SIDE VIEW

NT HPMBS PIPE CONNECTION

FOCALPO
VESTING TENTATIVE TRACT MAP 19250

ALTA VISTA
FOCALPOINT H.P.M.B.S. SPECIFICATIONS

TO FIND A VALUE ADDED RESELLER IN YOUR AREA VISIT
c LTi
UJ
LL
WWW.CONVERGENTWATER.COM/STORMWATER-PRODUCTS OR CONTACT
CONVERGENT WATER TECHNOLOGIES AT 800.771.5428
op
8 9/06/22
S�\10367.00\cwgNPSP0009_TTN
END VIEW OF PIPE/FABRIC CONNECTION.

CUT AN "X" IN THE FABRIC SLIGHTLY

LARGER THAN PIPE, PULL THE FABRIC
AROUND THE PIPE TO CREATE THE "BOOT"
AND THEN SECURE WITH A HOSE -CLAMP.
"X" CUT IN THE

FABRIC TO
ALLOW

PIPE/TANK

INTERFACE
\--GEOTEXTILE
FABRIC

INLET/OUTLET
PIPE
ACF lc�Fsl

C ALIFCRNIA F L,RAT'AR SPECIALISTS
DcIPAIPUJOADOUU8DaT)
ILOQXV Vi1V/1��V�C/C
L1
lVV
d1 Id
V \V
jLvdA A )8 A8
A d\ ldC7�d\ d\ Jd d\
V V� 1V
V V V V VO A�d d
8 )VV�
8 8 did'
MODVD
v vo
V8OVOCYA
AIME
IPAINPIMAPUnUOU

GEOTEXTILE FABRIC
OVER ACF R-TANKT"

NON -CORROSIVE HOSE

CLAMP OR TAPE USED TO

FASTEN FABRIC TO PIPES

TO PREVENT BACKFILL

FROM ENTERING

STRUCTURE
7 NON -CORROSIVE HOSE

CLAMP OR TAPE USED TO

FASTEN FABRIC TO PIPES

TO PREVENT BACKFILL

FROM ENTERING

STRUCTURE

GEOTEXTILE FABRIC

OVER ACF R-TANKT'
•.d.•PAJCCOWUOC
U V V V V 0 V V V V VL(
11VCV/1V/1VC1V 4va c�V%1V11V11V
�d fl(3.c )
V
8O�OCC:�8 800 8
n0 o�ooCo o�
8 A 8
iO/��OS�p��7oCaCA�d�dCO1C�'�
On L lul l nvngn8 '�f vn nv

R-TANKTM TYPICAL TANK INLET/OUTLET DETAIL
FOR ADDITIONAL INFORMATION PLEASE CONTACT: California Filtration Specialists, 858-705-6483, www.cafiltrationspecialists.com PP

BACKFILL COMPACTED TO
95% STANDARD PROCTOR

DENSITY
NOTES
• THIS PORT IS USED TO PUMP WATER INTO THE SYSTEM

AND RE -SUSPEND ACCUMULATED SEDIMENT SO THAT IT
MAY BE PUMPED OUT.
• MINIMUM REQUIRED MAINTENANCE INCLUDES A

QUARTERLY INSPECTION DURING THE FIRST YEAR OF
OPERATION AND A YEARLY INSPECTION THEREAFTER.

FLUSH AS NEEDED.
• ONLY R-TANKHD AND R -TANKS° MAY BE USED IN TRAFFIC
APPLICATIONS.

DEPTH SUMMARY
TYPE A
R -TANK 12" MIN - 36" MAX
R-TANKHD 20" MIN - 6.99' MAX
R -TANKS° 18" MIN - 9.99' MAX

1.511

R -TANK
(REGULAR SHOWN)
B

AS SHOWN

ON PLANS
12"
12"
8" NOTCHES CUT IN SHADED
AREAS (8 OPENINGS TOTAL)

PIPE NOTCHING

PATTERN
ACF' /
CFS

LET'S GET IT DONE
CALIF:HHL1 FLTRATI el SPECIALISTS
A
12" DIA. PVC

MAINTENANCE
PORT
B
12" FRAME AND

COVER REINFORCED

CONCRETE COLLAR

WHERE REQUIRED
(PAVED SURFACE

GEOGRID

NON -CORROSIVE HOSE CLAMP
1" +/- VENTING PERFORATIONS

GEOTEXTILE
i�i�il�i�i `i�il�i�i �'�ili •i `i�i �'�I i i

NON -CORROSIVE

SOLID PLATE

PLASTIC, SLATE

OR EQUIVALENT

NOTCH BOTTOM

OF PIPE

SEE PATTERN

MAINTENANCE PORT
FOR R-TANKLD, R-TANKHD, AND R -TANKS°
FOR ADDITIONAL INFORMATION PLEASE CONTACT: California Filtration Specialists, 858-705-6483, www.cafiltrationspecialists.com BENCHMARK:

DESCRIBED BY OCS 2003 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED »2C-101- 75", SET IN THE NORTHEASTERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHWESTERLY

CORNER OF THE INTERSECTION OF BUENA VISTA AVENUE AND VAN BUREN STREET, 370 FT.WESTERLY OF THE CENTERLINE OF VAN BUREN AND 33 FT.

NORTHERLY OF THE CENTERLINE OF BUENA VISTA. MONUMENT IS SET LEVEL WITH THE SIDEWALK.

ELEVATION 312.589 FT, NAVD 88 DATUM (ADJ 2006)
BASIS OF BEARING:

THE BEARINGS SHOWN HEREON ARE BASED
ON THE GRID BEARING OF NO3"'26'01'W

BASED UPON A LINE BETWEEN OCS

HORIZONTAL CONTROL DATASHEET STATION
0112 AND STATION 5213 AS DERIVED FROM

GEODETIC VALUES PUBLISHED AND

COMPUTED BY ORANGE COUNTY DEPARTMENT
OF PUBLIC WORKS.

REASON DATE
6/16

DESORPTION

ROLLER, STATIC MODE
(6 TON MAX, SEE NOTE 1)

LOW GROUND PRESSURE DOZER
(10 TON MAX, SEE NOTE 2)
0 NOTES:

1. FOLLOWING PLACEMENT OF SIDE BACKFILL, A UNIFORM 12" LIFT OF THE FREELY DRAINING MATERIAL (SPEC SECTION 2.03 B) SHALL BE PLACED OVER THE R -TANK AND LIGHTLY COMPACTED USING A WALK -BEHIND TRENCH ROLLER. ALTERNATELY, A ROLLER (MAXIMUM GROSS VEHICLE WEIGHT OF 6 TONS) MAY BE USED.

ROLLER MUST REMAIN IN STATIC MODE UNTIL A MINIMUM OF 24" OF COVER HAS BEEN PLACED OVER THE MODULES. SHEEP FOOT ROLLERS SHOULD NOT BE USED. SPEC SECTION 3.05 A

2. ONLY LOW PRESSURE TIRE OR TRACK VEHICLES (LESS THAN 7 PSI AND OPERATING WEIGHT OF LESS THAN 20,000 LBS) SHALL BE OPERATED OVER THE R -TANK SYSTEM DURING CONSTRUCTION. SPEC SECTION 3.05 B

3. DUMP TRUCKS AND PANS SHALL NOT BE OPERATED WITHIN THE R -TANK SYSTEM AT ANY TIME. WHERE

NECESSARY, THE HEAVY EQUIPMENT SHOULD UNLOAD IN AN AREA ADJACENT TO THE R -TANK SYSTEM AND THE MATERIAL SHOULD BE MOVED OVER THE SYSTEM WITH TRACKED EQUIPMENT. SPEC SECTION 3.05 B

4. ENSURE THAT ALL UNRELATED CONSTRUCTION TRAFFIC IS KEPT AWAY FROM THE LIMITS OF EXCAVATION UNTIL THE PROJECT IS COMPLETE AND FINAL SURFACE MATERIALS ARE IN PLACE. NO NON -INSTALLATION

RELATED LOADING SHOULD BE ALLOWED OVER THE R -TANK SYSTEM UNTIL THE FINAL DESIGN SECTION HAS BEEN CONSTRUCTED (INCLUDING PAVEMENT). SPEC SECTION 3.05 C

5. SEE R -TANK INSTALLATION GUIDE OR CONTACT YOUR LOCAL ACF REPRESENTATIVE FOR ADDITIONAL INFORMATION.
t
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R-TANKHD OR R -TANKS° UNITS
HD: LOAD RATING: 33.4 PSI (MODULE ONLY)
SD: LOAD RATING: 40 PSI (MODULE ONLY)

APPROVED
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SUBGRADE / EXCAVATION LINE: COMPACT PER SPEC
SECTION 3.02 D. A BEARING CAPACITY OF 2,000 PSF

MUST BE ACHIEVED PRIOR TO INSTALLING R-TANKHD
OR R -TANKS°

PREPARED BY OWNER
11 9 CORPORATE PARK, SUITE 100
WILSON MIKAMI IRVINE, CA 92606

CORPORATION
T: 949-679-0090
CIVIL ENGINEER: SCOTT M. WILSON
49884 9-30-22
LICENSE NO. EXP. DATE
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III

ROLLER, VIBRATORY MODE
(6 TON MAX, SEE NOTE 1)

GEOGRID

REINFORCEMENT

LAYER(TENSAR
BX -1200 OR EQUAL) •
24" MIN.

PERIMETER
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Toll Brothers
AMERICA'S LUXURY HOME BUILDER®
725 W. TOWN & COUNTRY ROAD, SUITE 200
ORANGE, CA 92868
CONTACT: ERIC EVERHART
III
DATE

REVISION
FOR ADDITIONAL orvrncr.

CALIFORNIA FILTRATION

SPECIALISTS
858-705-6483
www.cafiltrationspecialists.com
CFS
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DRAWN BY
EDQ
DATE
08/07/17
SHEET NO.

ACF ENVIRONMENTAL, 1-800-448-3636, www.acfenvironmental.com NOT TO SCALE 1 of 1
VESTING TENTATIVE TRACT MAP 19250

ALTA VISTA

R -TANK DETAILS
9 OF

Placentia City CouncilJune 6, 2023

Placentia City Council
June 6, 2023