Cities Index.
Agenda packet

Beaumont City Council
June 17, 2025

Document
Agenda packet
Meeting
June 17, 2025
Body
Beaumont City Council
Pages
249,110
Original file
5.6 MB
Text extracted from the city's file for reading and search. Open the original on portal.laserfiche.com. That file is the official record.

141
At
f
NODEL
J
/- PARKING LOT SHADE TREES

GELIERA PARVIFL A
,,
L.

CART STORAGE
3 STANDARD MEDIUM BROOM

FINISH CONCRETE

CONCEPTUAL LA CAPE PLAN- TARGET STOREFRONT ENLARGEMENT

FLOWERING ACCENT TREE

LA ERSTP E IA 'TUS AR A'
J c'o `,00ci L oo ocpilciocu n�
rci"tr, a°k'a,r7:;0 0000c..I..i00c-x.:nrf_toni_ ,
6 WASTE RECEPTACLE

INTEGRAL COLORED

CONCRETE PAVING AT ENTRY

FLOWERING ACCENT TREE

CERCIS 'FOREST PANSY

PARKING LOT SHADE TREE
CHILOPSIS LINEA.RIS

RED BENCH & WALL

UPUGHTING

INTEGRAL COLORED

CONCRETE PAVING
W/ #15 TOP AST FINISH
- STONE MAINTENANCE PATH'

TRENCH DRAIN

PEDESTRIAN WALKWAY AY FROM

PARKING TO T REFRONT
IF
'0000 090
0000-012. 000
0000 OOoDOO O00 COCO ricoDi:.. ►
+d+pi kcoo er oc ZOcO',' on`c' C2..4:1-Oc C`� ,\
- FLOWERING ACCENT TREE

MAGNOLIA 'KAY PARRIS'
- LAYERED PLANTINGS PER

SUSTAINABLE PLANTING

GUIDELINES
f
lug
i
•-..-- 7

SPHERICAL BOLLARDS DECORATIVE CROSSWALK

BIKE PARKING FLUSH CURB

TRUNCATED DOMES
ES

OAK VALLEY VILLAGE RETAIL
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY

BEAUMNT, CALIFORNIA
Regency•
Centers.
cr
I �I
40 SCALE; 1 `r- 20,'
CNC PROJECT NO. 24O34
APRIL 26+ 2025
conceptud design + planning compcny'
.i•' .cerie Divs. Ssjtls X13
Colin MOM. CA 9676
1 49. ..m 7p
caparic
COSTA. MESA b C N1 MM. COAST LAS VFG&
P r',i f'77C
aria - . - n

NODEL

DECORATIVE CONCRETE -

ENTRY PAVING
Dl IV -T H RU & PARKING

SCREEN HRUB

FLOWERING ACCENT TREE
MAGNOLIA 'KAY PA.�RRI '
PA

TRANSFORMER SCREEN
SHRUBS
TENANT DINING PATIO, TYP.

PARKING LOT SHADE TREE --

HILOP I LINE RI

VERTICAL ACCENT PALM
PHOENIX DACTYLIFERA.

FLOWERING ACCENT TREE. _-

LA ER TI EIIIIA 'TUSCARORA
CONCEPTUAL LANDSCAPE PLAN- E\TAY DRIVE ENLARGEME\T
Lr-
11 sn
I
v;
t
PAD C
410
- PERIMETER SETBACK TREE

ER IDIU 'DESERT T MUSEUM'
- PROJECT SIGNAGE, TYP.
y- PARKING LOT SHADE TREE

GEUERA PARVIFLORA

OAK VALLEY VILLAGE RETAIL
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY

BEAUM NT, CALIFORNIA
Regency•
Centers.
4 971
CNC PROJECT NO. 24034
conceptual design + planning company
1,05 Sceric Divs. SuAe e
Colin MOM. CA 9676
my* :corn

Page 936 of 2775 ends

APRIL 26, 2025
COSTA MESA b C N1RM COAT LAS VFG&

TREES
Cercis canodensis 'Forest Pansy
Forest Pansy Redbud
Cercidium x 'Desert Museum'
Desert Museum Palo Verde
x ChitaIpa tashker tensis Pink
Dawn'
Pink Dawn Chitolpa
Chilopsis Iineoris
DesertWillow
Genera parvifloro
Australian
Logerstroemia hybrid rid 'Natchez'
White Crape Myrtle
Lagerstroemiaa hybrid Tuscarora
Tuscarora Crape Myrtle
Lophostemon confertus
Brisbane Box
Magnolia 'Kay Parris'
Kay Parris Magnolia
Pinus brutia var. ektarica
Afghan Pine
Quercus virginiaana
Southern Live Oak

SHRUBS AND GROUND COVERS
Acacia reddens 'Low Boy
Prostrate Acacia
Agave 'Blue Flamne'
Blue Flame Agave
Baccharis pituloris `Twin Peaks`
Twin Peaks Coyote Bush
Coesalpinia gilliesii
Yellow Bird Of Paradise
Caliisteman vin irncalis 'Little John'
Dwarf Bottlebrush
Cupressus sernpelvirens Tiny Tower' Dasylirion wheeler' Tiny Tower Cypress Desert Spoor
Dianellca revoluta 'Baby Bliss`
Baby Bliss Flax Lily
Epilobium ca[ifornica
California Fucshsia
Eremophila glabra 'Mingenew Gold' Furcraea foetida 'Mediopicta' Gold Emu Bush Mauritius Hemp
Grevillea 'Superb
Superb Grevillea
Hesperabe porvifloro
Red Yucca
Macfadyena unguis-cati
Cat's Claw Vine
Muhlenbergia capillaris
Pink Muhly Crass
Muhlenbergia rigor*
Deer Grass
Myoporum parvifolium 'Pink'
Dwarf Pink Myoporum
Salvia leucantha
Mexican Bush Sage
Westringia fruticosa 'Morning Light' Westringia fiut[caso "Mandl' Morning Llghti Coast Rosemary Mundi Coast Rosemary
Yucca filamentoso 'Color Guard'
Color Guard Adam's Needle

ACCENT SHRUBS
Cistus x purpureus
Orchid Rockrose
Grevillea Ionigero 'Coastal Gem'
Coastal Gem Greviieo
Oleo europaea tile Ollie'
Dwarf Olive
Salvia greggii 'Furman's Red
Furman Red Autumn Sage
Agave Blue Glow'
Blue Glow Agave
ACc_::ENT SHRI.JBS
CQllistemon viminalis'Slim'
Slim Eottlebrush
Eleagnus pungens
Si Iverberry
Frangula californ[ca 'Eve Case'
Dwarf Coffeeberry
Leucophyilum t. White Cloud'
Texas Ranger
Westringia frwuticoso 'Blue Gem'
Blue Gem Coast Rosemary
NflEL
Senecio mandraliscae
Blue Chalksticks

CONCEPTUAL LANDSCAPE PLAN - PLANT IMAGE GALLERY
Phoenix dacfylifera "Deglet Nour
Date Palm

OAK VALLEY VILLAGE RETAIL
L
SEC INTERSTATE TATE 10 AND OAK VALLEY PARKWAY

BEAUMONT, CALIFORNIA
Regency
Centers.
10'
20'
40'
SOALE:1 "=2o'
CDPC PROJECT NO. 24034
APRIL 28, 2025
conceptual design + *inning company
1675 Scenic Drive. Surrrs 2C{}
Costa Mesa. CA 92626
r:949.399.Q 70
COSTA MESA a CENTRAL COAST a LAS VEGAS
L-4
4 OF 5

PARCEL LINE

PROPERTY LINE
30' RECYCLED WATER EASEMENT

FIRE HYDRANT
30' SEWER EASEMENT
3" DEPTH ROCK MULCH IN ALL
PLANTING AREAS WITHIN 5' OF

BUILDING

FIRE TRUCK ACCESS LANE
TREE WITH 10' MIN BETWEEN

MATURE CANOPY
\ I
0 Shrubs located
below or within the
trace's drip line shall
be 24" 'high
maximum and the
lowest tree brarwch
shall be 10' above.

Trees shall be
standard form only
to help prevent fuel
ladders. No multi or
low branching,
Vertical
Separation
Vegetation
Underneath
10' min
24' MOM
O
.
co
MAJOR 3
ZONE 0
ZONE 1
25'-0"

FIRE HYDRANT
15 feat mm+,
from net
shrub groups
'ZONE 3
100'-0"

NOBLE CREEK
Maximum shrub group
diameter of 10 rt
Shrub and Tree Form Shrub Horizontal Grouping and Spacing twhen 2'1 iru Might) as measured from the edge of the group.

Ground r www.cdpcinc.com
cd
pc
4 PKWY
N.T.S.

L-5
5 OF 5
Paae 938 of 2775
APRIL 28, 2025

COSTA MESA O CENTRAL COAST O LAS VEGAS

ASSESSOR'S PARCEL No.
1 CONC
P
UA

GRADING P
SHEET
AN
INDEX
_p.
-�_
414-070-008
��
414-080-002 TO -006
414-090-019
TITLE SHEET 1
CONCEPTUAL GRADING 2-13
SECTIONS & GRADING 14-15
O�
C1 4
S'
ZONING

CLASSIFICATION OAK
0�
VA

Y VI
AG
of�`

OAK VALLEY PKWY

COMMERCIAL
PLOT PLAN No.

LOT
LI
N
E A
D J

U S T M
E
N
T
N
25-
NOTE=
' °�
o.

UNDERGROUND EXISTING OVERHEAD UTILITIES

PROJECT SITE
PP2024-0059

LOCATED ON, EXTENDING ACROSS, OR LOCATED
�� c°-‘1‘ADJACENT

LEGAL DESCRIPTION
I
N
THE
CITY
oF
B EA
U
M O
N
T

TO PROPERTY, PER CITY OF BEAUMONT
MUNICIPAL CODE CHAPTER 12.18.
oe
Q

THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AND IS c.
-9� �'F
���o
DESCRIBED AS FOLLOWS: COUNTY
PARCEL 1:
'; '�
\\ ;„,
OF

RIVERSIDE
'.

STATE
OF

CALIFORNIA
PUBLIC
WORKS

DEPARTMENT
-� s m
�' �`
PLAN
CHECK
N o
2 so
LOTS 38, 39, 40, 41, 43, 44, AND 45 INCLUSIVE, OF BEAUMONT HEIGHTS, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS S •� ;, ::",
.

MORENO VALLEY FWY
SHOWN PER MAP ON FILE IN BOOK 8, PAGE 53 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, TOGETHER WITH THAT „,

\ .,
��
•

PORTION OF THE UNNAMED STREET AS SHOWN BY MAP OF THE ABOVE MENTIONED BEAUMONT HEIGHTS, LYING WITHIN THE NORTH ��
�.�

N O COMMENTS
❑

REJECTED
i
%
%��� `►�,
■e%9.r/ (�
�/
HALF OF SECTION 4, TOWNSHIP 3 SOUTH, RANGE 1 WEST, SAN BERNARDINO MERIDIAN, ADJOINING LOTS 43, 44, AND 45 OF THE WEST, ;
\\
- �
� �
AS VACATED BY RESOLUTION RECORDED AUGUST 14, 1968 AS INSTRUMENT NO. 78782 OF OFFICIAL RECORDS, RIVERSIDE COUNTY. 'I
Ilia
1 1___
-
- ----
-- _____-- •,' f-i ��
❑
REVISE
AS
NOTED
N
�' \;'�
EXCEPTING THOSE PORTIONS CONVEYED TO THE COUNTY OF RIVERSIDE BY DEED RECORDED OCTOBER 17, 1967 AS INSTRUMENT NO. '� ■
-
"
--
-' .
\`\
91449 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. ', ,
CENv.TEN 1D

MONUMENT
MSIGN "
Hugo
E. DATE.. 5/20/25
__
__ -___
NEM

V

VICINITY MAP
arlelk-f.,"4
=��"

NOT TO SCALEALSO
I I
!
EXCEPTING ALL MINERAL AND OIL RIGHTS AS RESERVED BY HANNAH M. HOUGHTELIN IN DEED RECORDED IN DEED RECORDED , , j �=`���+ice '-''
- - =
;�;_�„ �JULY
�`
��, ��
1 �1
' 1.111 �.
24, 1936 IN BOOK 287, PAGE 520 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. \
:, \
!'
9, F
9,a F
,, . >�►� ,.,
OWNER
PARCEL 2: ';
fv
�1

1.14'�;►
v,, —I,
i�
PAD
OAK VALLEY VILLAGE, LLC.,
1 I
,
t, �
-
�..,_�

A CALIFORNIA LIMITED LIABILITY COMPANY
THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 3 SOUTH, RANGE 1 WEST, SAN BERNARDINO BASE AND �`
_�
`J
-;....: Li
„�. � o� •1,
C
, ,, ,
'
.7.,,--
__=����_�
,�;_
, � /ski.
'/��,
'�"� ;;
I, �'%;'%%

AVG PARTNERS
—
'�
— --
`s,M
�`•'��
z$' `

MERIDIAN, IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LYING EASTERLY OF THE EASTERLY LINE, OF THE 1 I,

zy
-
►F�.
,_��
��
"� Oli � l%' 11._ .� \
LAND DESCRIBED IN PARCELS 8F AND 8G OF THE FINAL ORDER OF CONDEMNATION IN CASE N0. 77829 OF THE SUPERIOR COURT OF ,;.
�■

1. _
\
�'� .
t�i .� �_ �° \
1l� D
Il
p,y ;,'
\.,,�, ,;.,, �. Sri:
-, ,/. ,,
A
9595 WILSHIRE BLVD. SUITE 710
BEVERLY HILLS, CA 90212-2507
THE STATE OF CALIFORNIA, IN AND FOR THE COUNTY OF RIVERSIDE, A CERTIFIED COPY OF WHICH WAS RECORDED MARCH 31, 1964 AS �>IIMAI
NH
1 - .
11111 ��\ , v
a ��� v/
♦ ,-,%,/ ;44,,
�I ��;;;'
PHONE: (310)273-0864
INSTRUMENT NO. 39647 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, AND LYING EASTERLY OF THE EASTERLY LINE OF ' ' I I
I
IK & o ,
o o
♦
♦�
° �.

I ��I
iiiii�i
THE LAND DESCRIBED IN PARCEL N0. 1 OF THE FINAL ORDER OF CONDEMNATION IN CASE N0. 32726 OF THE SUPERIOR COURT OF THE STATE OF CALIFORNIA IN AND FOR THE COUNTY OF RIVERSIDE STATE OF CALIFORNIA A CERTIFIED COPY OF WHICH WAS 1 i o o
g
o If
/
O
O
O O
/ ° ° T ° PAD
Ii
\ �: ;;;
-r,;'
.�

ENGINEER
RECORDED AUGUST 03, 1943 IN BOOK 587, PAGE 380 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, AND LYING „ SOUTHEASTERLY OF THE SOUTHEASTERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO THE COUNTY OF RIVERSIDE, STATE ; OF CALIFORNIA, BY DEED RECORDED OCTOBER 17, 1967 AS INSTRUMENT N0. 91452 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, ,r, % / o O
, ao
';
0 A
O
O
n
0 r,�
_
///' \\ •��
i ) � ,
�'`°
"of
inli
\ ' IIIII7
,
� ��
\�
RONALD W. SKLEPKO
DRC ENGINEERING INC.

CALIFORNIA. >,
o
"mil
� L ,;
" ao
a _ o
ao

_,
' � °4 II �``
► �!►
��
• ;l0,
:
160 S OLD SPRINGS RD 210, ANAHEIM, CA 92808
#
• �'
t
°1
�
,\\� .�
\� �\

i
i1
_ +. - /
�. �
PH. 714 685-6860
•
•
EXCEPTING THEREFROM THAT PORTION, IF ANY, IN JACKSON ROAD. , /
��"' ,
°.�c:z
.� ��:: \\�i� � >
.

ALSO EXCEPTING THEREFROM ONE-HALF OF ALL OIL, GAS, AND MINERAL RIGHTS, AS RESERVED IN DEED FROM R. J. STRUTHERS AND

' I /
M
TIN
RETai
,.::.gF
'2'
.-I °
°
`�✓� / '
.� .. _\ �:�:.
\ ��;;
•
• EARTHWORK

�_
' `-
�\ F�Iiii�N
,2.9o95F

MAJOR �
I
� + ! �
,// writ,
�.
i �..�.,_•
\ �
. '�� �
MARGARET E. STRUIHERS, RECORDED AUGUST 28, 1946 IN BOOK 768, PAGE 240 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, ,
990 \
3 23,299 SF
� �

�\ PROJECT AREA: 66.4 AC (GROSS), 28.7 AC (NET)
,
I
SF _- _-
M,,,,�
�.��
, � �- O
,�
�, � _
�
i
CALIFORNIA. \
/,'
°"'
/�/�
�1r ��l
k
@- "
�_
__ - _
-
, •,,i` *
"7• �o
'`�
`�
, , RAW CUT = 245,170 CY
■flu..
i/1r��■1�■�
��� �!!b __ _
9 RAW FILL - 239,470 CY

I �:,.,, �., ..�.����
��
'
. . \
\
.

ADD'L CUT = 5,250 CY DET. SYS +
( )

TITLE EXCEPTIONS AND EASEMENTS
I
ir _ i
I
I
i
\
EIS �'
:� ..
_
�s �_____ .•
•. ,
ft.
��
iy
r
�.J II I
o
*
/� . �, �l ��?� -
`. A
14 000 CY (SPOILS & UTILITY TRENCH)
:�,� ,_
\,, EXPORT = 24,950 CY
A -H TAXES.
��
;
-
1 WATER RIGHTS, CLAIMS OR WILE TO WATER, WHETHER OR NOT DISCLOSED BY THE PUBLIC RECORDS �I ' -
�.

UTILITY
4 ,
\ _
- -
"'��
��
2 EASEMENT IN FAVOR OF THE PUBLIC OVER ANY EXISTING ROADS LYING WITHIN SAID LAND. -
I'', -

,
�' — - �
� \ GAS

CABLE/COMMUNICATION
3 DISCREPANCIES, CONFLICTS IN BOUNDARY LINES,
RECORD OF SURVEY RECORDED NOVEMBER 16,

AFFECTS PLOTTED HEREON AS
1967
3 SHORTAGE IN AREA ENCROACHMENTS OR ANY OTHER MATTERS SHOWN ON ',I,,l /N BOOK 51, PAGES 88 THROUGH 98 INCLUSIVE OF RECORDS OF SURVEY ; I y�1 I� '
L iooiii�����������������������iiiii;:.,
�
,I %""""" - - -
II'.' `�''�

,, . _____________ � ' ; _ ~ ~�
231 3624
0,
) -''' _ `�`
��' Ilia
/ 213
7 CABLE COMMUNICATION
CABLE/
THE FOLLOWING MATTERS AFFECT PARCEL 1:
�,- - 'I I _ . -----
/
\ ;' -, ---
/ WATER
S� "� "
--
'

FRONTIER
4 EASEMENT GRANTED TO RIVERSIDE COUNTY
FLOOD

CONTROL AND WATER CONSERVATION DISTRICT FOR FLOOD CONTROL AND , , h C _--' _- �--4
- �� ' '`
9 SOUTH 4TH STREET BEAUMONT-CHERRY VALLEY
RIGHTS INCIDENTAL ]HERETO, AS GRANTED IN
RECORDS.

A
DOCUMENT RECORDED MARCH 18, 1947 /N BOOK 824, PAGE 138, OF OFFICIAL 111 111 ,�

I , , II ,, / I
_ --__ n` �'
--__ j - __� , .';-"
/----:?,---,,;\-------------7---------.;-f
'� ELECTRICAL 92223
(DOCUMENT AFFECTS - PLOTTED HEREON AS
4 ) � 7I I
--
_ _- U!
-

_ ____ i���
/.fry .,0• _--_�----_--_—,—a_ :, �
�
t.-- ,,,�.,,, 0 _ _-'-- ---- ----� ==--
%'%%%y --- ___` _ _s=
k
e
\
""' pU�
y
,�f,=:" 951-845-9581
- SOUTHERN CALIFORNIA EDISION
I
THE FOLLOWING MATTERS AFFECT PARCEL 2:
3= _ ;:;=>', >>--_ -- =;= \
��� �,
=' SEWER/WASTEWATER
5 EASEMENT GRANTED TO RIVERSIDE COUNTY FLOOD

CONTROL AND WATER CONSERVATION DISTRICT FOR FLOOD CONTROL AND I „ �.- �'��
,ti`,\,\s ;�,
,5\\.. ;.���,�
` \"
;\\\-
_== - _
-,--- --1------- -,-,----,-----x=1-,..,----
o ._ _ — 7- - :;- _-- "'',;�-_ �,
7-" 1""..---
,-- �,.�_--_.\ „ -'1C''.
��; \ ';�\� r _, ��;; � ���
---4.--- -%"3"'''':--.:.-------= - n„, '
_
-• _
_ - \\
— 287 TENNESSEE STREET
REDLANDS, CA 92373

CITY OF BEAUMONT

WATER CONSERVATION AND RIGHTS INCIDENTAL
808 PAGE 290 OF OFFICIAL RECORDS.
(DOCUMENT AFFECTS - PLOTTED HEREON AS

THERETO,
5 AS GRANTED IN A DOCUMENT RECORDED JANUARY 14, 1947 /N BOOK )
•
,\, �
\ � .��.a�
1 -�- _
, \•,_
_=-- -2.-- r _ �� -� -- -"� �? -_- _
_ __ =—_ _ ' ,-> \, —.-,m;,„- _==5-4---- - ,.:-_ --=_ \ = �� _1'_-__- ---- -- -_-_-TS",-- ' = _ - \ \ -`

SHEET INDEX MAP
_
,
,a) u
•
> C
o c
Oc
I
c
J c
C
Cl
� C
co
I)
CN
0 N
o_ E
c
CO
Io
I• C
w• C
a)c
Q �
ro
03 N)
CN
0 oo
N)
CN
DCKIC (I.

I ACT C A\/ E r (ml.
we
C-)
we
we
LJ--
w4
J V
Q
z-
wLi
X
w LI

Page 939 of 2775 ends

-
-
- •\ __
NOTES
\
ft_ , CONSTRUCTION
----- --
`. ` "-- 1.
• `�
CONSTRUCT 6" PCC CURB ONLY PER SPPWC STD. 120-2,
A
A
O
�
• ►
TYPE A1-6.
.
■
D
,\�
Ilk
-r"

I - I- T
O CONSTRUCT 6" PCC CURB 18" GUTTER PER SPPWC STD.
• I- T -r
��
120-2, TYPE A2-6. W=18
.
'K,Virtimiortia,-

O CONSTRUCT 3' LONGITUDINAL GUTTER PER MODIFIED SPPWC
STD. 122-2.
- -
a
•
•
1��
�
04 CONSTRUCT 4" THICK PCC SIDEWALK COUNTY OF RIVERSIDE
V
STD. 401.

IIII
°))
�
it
4t
C5
O CONSTRUCT 0" PCC CURB PER MODIFIED SPPWC STD. 122-2.

I'
—I — L
I ja) J-
_
'
CONSTRUCT 0" FLUSH RIBBON CURB.
, t '
O
O CONSTRUCT 4" ROLLED CURB.
� EXIS 6
•
�
OAK�j/
\ ALL
PARK' ��
,C
��
FS

• 5 FS
8 68 CONSTRUCT ASPHALT CONCRETE AND BASE PER SOILS REPORT. •

4. .-:

F
IST. CMP
09 CONSTRUCT PCC PAVEMENT PER SOILS REPORT.
i '+11
1 +00
2+00 �+d 0 Aill
+ r10 i

CONSTRUCT ADA ACCESSS/PCC CURB RAMP WITH TRUNCATED
5 u _ -
10 9
�P
DOMES; RAMP PER SPPWC. STD. 111-5.

Am
• 6 / PI1
PROP.

TREET� 11 INSTALL TRUNCATED DOMES PER SPPWC STD. 111-5. �rill
. 51 �C EXIST. ABAN. CMP,
WIDENING_dININIENIMIILW
/.. / 0
/I �
� Pi
g4 FS) B IMPRO
MENT 12 RETAININGWALL PER SPPWC STD. 618-3, TYPE B.
•
TONS

AND BURY

ELEVATIONS
�.��
��
-
P• 4 -WIDE
p
I /
-_ PROP.
'
8" CURS
& GUTTER
OPEN
-CHANNEL CURB
13 INSTALL GRATED INLET CATCH BASIN PER STORM DRAIN PLAN.

L_ hhhhh
'�
C� `-
CrUT
- Q=100YR Q
MI
0 /I�
O 485.: V
.0
Ni
LOCAL DEPRESSION PER SPPWC STD. 313-1, CASE F, WHEN
r 'Pl
�� 4: ➢,F

��
XIST. VAULT
`.]
PROP. 18' WIDE
ADJACENT TO CURB.
,- MOUNTABLE
OBE_-PROTEC,�E�-
__-
"z
11418 .

__
/ /'
• /
1 _
- ___-_--

•,"z�,-
_-�,4 iit , CURB
�
-PL IA>•�_
14 INSTALL CURB INLET CATCH BASIN PER STORM DRAIN PLAN. -�4�
/ 483.9 FL x�
�s, e��i��
� a��-• � ��}+-�
_
PROP. :", LOCAL DEPRESSION PER SPPWC STD. 313-1, CASE E. �I 1
1 IT�� �-' ,- GB . 4.a"-
�TO BE' --__----- , ire':!-041,^1'i°ItitalaCt
4gW*444ett it:PP!I�� 11-4-66:-
r 64iti �\
8 FL
�r I TEs�
,��
OTECTED-1 PL/E - {�� —'``�''�?�'-t����`�!ra. �T'��'%'� �— 15 INSTALL TRENCH DRAIN
1 �
�
.� .' � ' � �°� t. �_ T
_�, yam'
' /
.'�` �,_:1�A• �
•�1,�≥: ���4�
_,

CONSTRUCT TRASH ENCLOSURE PER SEPARATE ARCHITECTURAL
I -' -''�� �'°`�'
16 /
/
...

PLANS.
��\
�' 485.1 TC
-
'
;
1 ��
_---�
_ 491.0 FG
;
I 483.9 FS
�,�
�
•c-489.9
/N 0 484.5 FS
�J
17 CONSTRUCT TRUCK DOCKS PER SEPARATE ARCHITECTURAL
,--_ /
,
- =
,
' (484.2)FS
_-
- .
= PLANS.

EXIST. TRANSFORMER •
I
(TO BE
/,, 1.2% '
495:3°,117
"I PROTECTED -IN -PLACE)/
'PLACE)
'
/
7 TC f-
, 18 CONSTRUCT SCOUR WALL PER SEPARATE STRUCTURAL PLANS.

I I /
' I i / / ,,'''
50FAULT 1
® 9
• 7 FL Nc=3
494.$f1 FL , 1 CO
H'

I / A '
�+
� 19 CONSTRUCT SLOPE -PROTECTION CONCRETE PER SEPARATE
O
Q
/

ZONE / /
25 ii- STRUCTURAL PLANS.
' (490) -7 / ''i
'�� �'
'
I
/ / //PROP. RETAINING / ,' '
1 / / ,0 '
,%�
'
W 20 INSTALL LANDSCAPING PER SEPARATE LANDSCAPE PLANS.
• ,/ //WALL FOOTING TO B • ¢ ,�''
I / / / / CLEAR OF SEWER '� 9`S1
/ Cl)cn
,, 1,
,% RANSITION.
,
I 21 CONSTRUCT 0" FLUSH RIBBON CURB TO 4" ROLLED CURB
��
h'.7
'
/ / EASEMENT
''
1 ,''
''
' 1 0 LI
^��'��
.4.

W 22 CONSTRUCT 4" ROLLED CURB TO 6" CURB TRANSITION.
,��'
I , \
/ 6 �� '''`�' �� 2.1 %
,�
495.38' TC
//
\ / 3 ��ti,
4K:88 FS7
r
LI_I
/
o�;�
I
23 CONSTRUCT DEEPENED FOOTING PER SEPARATE STRUCTURAL
,�► ,/ // • ,� �V
/
,%
PLANS.
-----_______N
i /// '�N/ r
`
24 CONSTRUCT STEM WALLS PER SEPARATE STRUCTURAL PLANS.
p��p0
-,
Q
/ �// c� ,,'''
'//
'-i, / %' / X11
495.38 TC
25 INSTALL MONUMENT SIGN PER SEPARATE ARCHITECTURAL PLANS. !�
''
r,1
,- --
�/ / ��` /
r.$%
. , ;
\
26 CONST. RET.WALL W/ 4' RAILING PER SEPARATE STRUCT. PLANS

I ,,, /

SEWER PUMP

STATION•
•
/
L
27 CONSTRUCT RAISED PLANTER WALLS PER SEP. ARCH. PLANS
�,,,,
��
I 'ROP -T LINE ;
`��° /
Ll III
'`., ,`.
'' �`

TEMPORARY RUBBER TIRE TRUCK VEHICLE ACCESS

RAMP AND PATH TO BE PROVIDED AT THE TIME
/ ;
•"
.
����g
'
\�
O
2g CONSTRUCT 1 -FT WIDE V -GUTTER
0 `\`1-' \`i. ` PHASE
/
/;/1
� OPERATIONA
��\
1 IS 6 UING NTIL PHASEUCTED AND 2 IS CONSTRUCTED ED
WITH PERMANENT ACCESS RAMP.
//
I �° / �/�
. / ;'%� I/
,`�, ;'
♦ �
) �� I ;'��
P&4frAfa♦aa♦
Gaaa♦♦♦♦♦♦♦
29 CONSTRUCT METAL -BEAM GUARDRAIL.

O
30 CONSTRUCT 1/4 TON MIN. RIP -RAP W/ SOLID GROUT.
//
•/
1 494.33 FS
►aaaaaaa
31 CONSTRUCT STRAIGHT PIPE HEADWALL PER CALTRANS STD 89D. o
., I ', _f
\` `, /
' '
1 \/ I
� / //,' C`�/4 ij I,/\
// \ 1.2%
G._ ,

0.7% \ 495.14 TC
I.
rr
WO
.64
,/
0 C
_/
/i /1 I / / / .. \ ' .�
1 .-
t'
495.79 TC
/ / r(/ �,
r_
.•
/ ♦ /
1 %495.79 ►
495.29 FS
933, 7
495.29 (174
%` -
, / / ♦ ��� ,,C
II
/ /
'
/
18' I
1 �
49 .03 TC
.
/�
Ill /�
13 , 0 /'
i
i

49.70 FS
\,
aaaaaaaaa
•
r
i
1 %
PROP. RET 1NING /
♦♦♦♦♦♦�aa/
�_
WALL FOOTING TO BE •O
'I
496
aaaaaa♦♦♦
�'GS��T
I ,

/
°
aaaaaaaaa'
�-
/ ♦ CLEAR OF SEWER /
}♦
493.93 TC
`1�
`,
I
495 53 FS
a.� ,aaaaaa
%�
�111� c, ,.
/
,
� �JIII
■■ ,
1 / I EASE ENT , Q
493.43 FS
I
�.
**AA
1/
ii
2 „...-� i,._,
. 7-

1. / l o A.
i1' ;
TYP
6 0
o
.rC
, , „.„.
, , , ,,/,z_6',_„/
, \�\.

I
/
15%
I
1 / /_- / , , /
,`
t
\
r
//
e
/IJ�`':;, l
I 4,-.
,
/�
;
'1 j
494.14 TC
I
�� p //
493.64 FSHP
1 i
} /
;� l_
♦ .`
Jill:
1 ♦ //
493.83
R©P.
�
1 ,
�"-
,
- ,l
// /
PA'CEL
LINE) \
`\
j
_L
-- 1.1:111 4f
_/
//
/ //
I
-`.' \,_

SEE SHEET
6 � =
20'
10 -
'
-
0' 20' 40'
.FTC �3 s \� �' ._ -,i,( r �,\'`
_ - , _
,cam C��L1, �a r ` -� f ��`
rl \ = c
C
of
0 IC
I`
U)
u
LC
r7C
tb c
Oc
00 N
I'
C
Wa
c7
o
a,
�c
M C
coo
ar
� u
I,
c
n'13
�
N
u
Q'
E
to
al .

UI c
to
3 C
L V
0 0
rn�
-
U U
00 ro t
N
-t
C
O C
cot'
U •-
�c
N
o"
a
+.
to c
ro
co
o
E
Lr)Q
Mt
N
F
0 -
V
of
Et
LI, t
M
CO
M LI
N a
W
Z
We
We
U_
W
J •
Q
Z
W

Page 940 of 2775 ends

I

WAIL ---
12E
-
VP
\'li -.

AillI ll
kinliwNIEL.1111K11111111111LIIIIk
I 7,44 al •/
mummismhiihi....
o
.
......44 44 iv
,

7. Ati gi
w m- H1-"mIEL"' IlL'I akverceret..-vain......----------------X111A .---/i,---
mipr intaiw
Ilimm,
..................„„,....:__„______-__,,,...„k„ „m„,,Nib.. i Abi., .a lmvammimeir
,,mmlimmilr
/Ad
Mr MMW IIM
V
7iiins
�`
li
Sl9
r:Z
- ._ Ilk GRAPHIC SCALE: 1 INCH = 20 FT
'lir -ma
inipsajkliih
f
&
•
ir 07_ AIM spiv.

ED r um. ..,
IMM

"kw ley I
a Q
PRO'. CURB MEN FE
--- ---- II`,-
-_
1 4
•-
,
at ; , l
IM
'7
p I 5? -;c5)
_
17 4'
�i la
FS
iiiiiiiiiikkh. 05
"Ial , /
-\
L
5F5 1...16,
,x.9.5
/ 10
,p
PROP. CURB MEDIAN
4g�

viimor„shimmi
,.. • 00

■
- •
` �g965,..... ,,
a�
l
vs
or
`V
,4
®
w PROP.
■
STREET

WIDENING
��
,
IAi

IMPROVEM
• %I t
-
--
-0---�
.�
— — — —
�,
-
d-
—
— — — — -
— — — —
_ _
��
I��
Pte' �"
`°
/
�

ONSTRUCTION NOTES
CUR: &
o
__�_
C� mss—
/_
��
z
_���I ����� CONSTRUCT 6" PCC CURB ONLY PER SPPWC STD. 120-2, `- O
--�
��tK�l■�a:
_p'ii
WALK

— —
a
. Lam/ i
1 PROP. 8"�

88.4fi�C ,r?'-(72-
489.25 TC
c� TYPE Al -6.
- /
491.16 TC
-�
o
EXIST. R/W
ITT
1�
487.79 FL
488.58 FL
0 .�-
PROP. 8" -_ -
f
Ir `'p si'
AM
���
" i `r
ECR/BC 490.22
IT - W
EX . . R/W 490.49 F �/
.
r 6" 18"
PROP URB ��-• ;� � O CONSTRUCT PCC CURB & GUTTER PER SPPWC STD. _
o
_�
�_*`
_
��•� �''y' -
•
�� X�
"
������
���
���
i
���'-
_
m
�-
• �_`

WALK GUTTE
' EC OCR Al ., •.. 120 2, TYPE A2-6. W=18".

IIMEIM
Ik
PROP. R/W
-■■
Q,a ��
��_�-
— — — � �� CONSTRUCT 3' GUTTER PER MODIFIED SPPWC
T %'
��
o
PROP. R/W ■
0 - LONGITUDINAL
O
- -
_
-9_,
I_h �
®
-_ na STD. 122-2.
0 M,
;8.1 FG II
��
9��'� cA �71111\ikklISVI—MWMIIIIIIIK,
`�
_ 499.1 TRW ..
_s
_
— — — —
— — —
4�a
irw
r ����
=--
� '-
_
- - 495. "� CONSTRUCT 4" THICK PCC SIDEWALK COUNTY OF RIVERSIDE 7r
''
TRW —
-
's���
� 4• 84 t�4
- - - _ - _ _ _ - - -
•.9 - -
-
-
-
- ��
���
_ -
,,
/�■
•
• 494.5 �_ 99 STD. 401.
- - -

91.9 F
— — — — --
`��
- —

96.0 TRW -
/
— — — — — T�: __- �+ —�
-"

0.5%L1494.93
T_
�_ —_�
w
-�

95.5 FG
�� �y

90.9 > 496.0 � 498.22
TC

0.5% 98.74 TC
`-- '%

®

0.5%
�� CN O CONSTRUCT 0" PCC CURB PER MODIFIED SPPWC STD. 122-2.

TG

��
I
7� TG
w-�
498.27 TC
�•,
p 494.43
X91.6 TF 495.5 TRW
sz��� 0
j7
— — _ 498.24F4,1-14"
p
r7
�°
— —
V C\''
-� 497.7 G

v
490.5 FG
o
► •• •

~
t
���
••
•-
\`� \�
�
ro
495.30 TC 489
'
�' ���i
O6 CONSTRUCT 0" FLUSH RIBBON CURB.

I�l�lh slI�A■II.�
t,
O
494.80 FS
`r

\\
W
__ _I sil��i�l
— — — —
,�
/'
\
��
498• ; FG 4 i
,
!1
r.
r
_
sl \ \ _
��
I
��
—
n
�.�..�
495.53
N
�

498.67 TC
—-- r�l
`\ 7 CONSTRUCT 4 ROLLED CURB.

O
i—
LI—
a
�.
494.50
®
TC
.,
,
,
,
FS
N
N

_
494.00
II
I
498.17 FS
��i
!
`. `\. ICI
Q,
/
III

��.�I
I
`\ iii
I���
E
_ _ ,�
'__
I
CONSTRUCT ASPHALT CONCRETE AND BASE PER SOILS REPORT.

E d�1
■�
-
.
`,
- •
/
I
-4-
szt-
\
li
�cn

W
r
�

-
I
,v—
I' i—� J
N o
oLc2
,'
1///F2 CONSTRUCT
.k
9 PCC PAVEMENT PER SOILS REPORT.

O

95.7 TRW
0O
o00o0oMd
�'
B
I
PAI
co
I I
°a 10 CONSTRUCT ADA ACCESSS/PCC CURB RAMP WITH TRUNCATED O
i
I
—J
7/
�, 9
CO III d
VJ
Iw
O
:�
/
; �°
��
494.2 TF
,_ f
F.)
Iri
rn
-4-
rn
o0
0O
I \\\ I
I'
��
l
DOMES; RAMP PER SPPWC. STD. 111 5.
i#
©
11'
1 �1
'
I 1
,----
I
Al
1/
O Ln�
—
®
,
•_
•
I
,
�_ e
��/ �
,, - 11 INSTALL TRUNCATED DOMES PER SPPWC STD. 111-5.
495.7I
F
; �'
�
,-
-s
8 ©
°

it 49 9.0
p
FF
;'
m ;
/q
�II
I i
- 12 CONSTRUCT RETAINING WALL PER SPPWC STD• 618-3, TYPE B.

PAD
TJV.TJ
494.99
495.25
494.75
`D
��\
p
`�-;
-T -

98.94 TC
1-98.44 FS
G
��a- I I
495.2
%
495.70
_.
l
,'-
`
„
,
`, I
;
1498.5
I

PAD I

I
I
ELEVATIONS PER PLAN.
�•:

I ►- 13 INSTALL GRATED INLET CATCH BASIN PER STORM DRAIN PLAN. 495.30 TC
.r
N"''1
cn
°O
�
4 i
,
° ' I
F •�
49 495.11
TC
rn
.00
4 9.00
499.00 �
LOCAL DEPRESSION PER SPPWC STD. 313-1 CASE F WHEN
� o >
,r,
ao
`�
4 9.00 499.00
(1)/
,
►�
1 495.13 FS • _
494.80 FL
494.61
FS
,ci
cc;
°'
I FF
FF
FF
/
1\0"
m
�' I ADJACENT TO CURB.

II
_ __
_
,
I I
__ FF
u U
IW��
I I =�
I\ hull F� �%
I
=
�,,
I
��,,
,
A - 14 INSTALL CURB INLET CATCH BASIN PER STORM DRAIN PLAN.

N
\\
1 //.Ill
II
.iG.f�
/
A
O
� I

I I I I
x
ii
I
II
\ss1
LOCAL DEPRESSION PER SPPWC STD. 313-1, CASE E.
_
____
____
4 ,�°,
•
0 ill�
495.60 TC 495.42 TC
�
I�
-
•
NPv—W
,�',-♦•'�♦-
~�
�
�
,////

�
�
10 �
�
�
co
co
'�♦Ill
���♦♦�.�
,
�

495.27 FS 494.92 FS �i
10 �
�
"
10 �
�
0 �
-
_ •
.�♦♦�.
`

�
�
� /
15 INSTALL TRENCH DRAIN
'♦� _�
�
495.9 TC
��
,♦♦♦♦.♦♦♦♦/
'�
N
4 Og
495.49
496.1�O.TC 496.27 TC 495.71 TC
rn
rn
'n
rn
v
N.
��♦♦♦�♦♦�
'

97.54 •
�
'
LN
494`'
9 FS 494.99
;�`,, � 495.77
1 FS, 495.77 FS 495.21 FL ,- �!�
�I
� � FS
�♦♦� ♦��� �I �
♦ ♦ I
O
�
,�
l
�
�� '�
♦
�1 �
�
�
� ��
; I � � 16 CONSTRUCT TRASH ENCLOSURE PER SEPARATE ARCHITECTURAL I

i I-,�n
r
c•!
/�
I PLANS.
iriNr-
10 ri
coh
co"
/� igiV
�y ��I��4r,
6,
EV
EV
EV
oin
cn
l
C•�
.�'���B��i�_�
�,�
co
a,
17 CONSTRUCT TRUCK DOCKS PER SEPARATE ARCHITECTURAL
Al
/
•
\�
,
/
\ �� 495.20
TC
496.33 TC ,n �t_ ,
0% ,'
498.55 TC
\
- • Amu
�
/
�/' ; PLANS.

IFS
Dr\
\
95 0
_ 495.84 TC
�,N
c.��
v

°
� ..� 498.53 T!
,
,
495.83 FS
_ ,
498.05 F
o
`
1/
I 18 CONSTRUCT SCOUR WALL PER SEPARATE STRUCTURAL PLANS. `%
��
495.34 FS
Mid
I�
v
498.03 '
/
`a� :
/
A
I
i_ Lij

ii ao

ri
498.03 TC
/
�4 17��
:
19 CONSTRUCT SLOPE -PROTECTION CONCRETE PER SEPARATE
O
TC
■.�
i'
494.67 T
ate'
�'
'
°'F'
,M ...
�1
498.03 TC \
/

'
'�
497.70 F
• Q�
••

.1' STRUCTURAL PLANS.
®
495.51
TC
v
°^
49417 TG W
`, V
► /
497.53 FS
/ 498.38
TC
z7-
,�
�s••�� — -
�?
, 498.17 TC •8.03 TC Hp
498.0 TC
;��-
,- ••
�
495.01
FS
2 ► 0 5%
Ily�
90 490.17 INV
T�
/

�� 497.88 FS r
r
► ' �' U•
r�
_
497.67 F 4 F
S 97 3 S
497.53 FS
, 20INSTALL
LANDSCAPING PER SEPARATE LANDSCAPE PLANS.
•�
�
���•
�
\
�I
'
' / /
-"
-�
\ �.\
�„
�
GEMIEM \
ri31
l= \��
OI
IN=

n n
Gr
�►� � �
A
`, I 21 CONSTRUCT 0 FLUSH RIBBON CURB TO 4 ROLLED CURB
�
/
,f►
,
�♦♦� \
\
\�
I
`
�♦
\
II
.
497.91 TC 497.91 TCMI498.30 TC

�
�Qj �
TRANSITION.
,♦♦♦
\

97.92 TC \ 497. TC
•
N r-
/
Rt,_ II
\
♦ 4,
�°
JT �1
T JT
JT

97. JT
447 41
�
i
f:�a �. � ��..

JT
r
, ifi /,
-
m_■ma.
�' -.
., \y
�1
`L�
w_
G
G
G
G
G
_,��iP
-
4�
I
I
497.21
I
I 1
ILO
/1
/ 1
/
•
CA
.
, ,
jigOi
_*f_._--,-_-_04.__ I
j UD
Ui
i
%
I \ I
\
-= -
®
: :
''
�_

/ /
/
'
,
-
1/ !lam
Ib'

--
\.\
i �noii►c��y���4�/
I.
_

- `,
497.29 TC
' 1 :

! , ,�'
,
� �
!VFW,
_
�� 1
,,''
ys
on
.
�.i. I - -_ ,;_ �r/ ::
`
495.4'
1 �_
/ ��
�:
- ,
�'
// 4
495.96
TC
®
496.79 FS
496. 8 FS
� \
.�/ III
% `�
20 �;� ® • ®1_��°
�' �_ _

1.5%
495.46
FS
FS
496.39 TC FS
TYP
I
TYP
TYPp

1� / �; y�1
////1
� � ,\ .,\
�� • `��
l's�//�ii`� �
`.

TYP 495.89 FS
I
\ /"
o
oc
I Lr
to c
� C
Ni
ro C
CN
oc
M • C
co
r7 0
N u
C
cu
<
,n C
Ni • -
N • I
o C
• c
0 Ln
aoc
r7
N
a
o •
UI C
3 C
O
77)
U U
Li)
t' -) -
CO
N
C
o C
C
o- �
U �
Ln
N-)
co C
N
if
o"
+� r
Ln c
ff.)
'
coc
M
N
Ef
Liz
co
N
•
C0 S
M
03 M
Na
Li i NC
�-
z"
we
ETc
we
LU
Q �
Z-
w L
wLI

Page 941 of 2775 ends

I .-- ________ _-=_______ i
.............
-• - __--�.- -_
----�-_ -_-_
mss CONSTRUCTION NOTES
;.„...-------:::•-•"---
\ \ I
_' _____ -

-__�-
____
��■��,��
Ai
_
___--- -- ,_ _-- ' ; ' 1 CONSTRUCT 6" PCC CURB ONLY PER SPPWC STD. 120-2, _------ , - �,,- ,: ___----
�, TYPE Al -6.

O -- - II, c�l - U & 18 GUTTER PER SPPWC STD
1 \ _--___

I '-------------- -
ii____
-----
i11
120-2, TYPE A2-6. W=18".
-------_"-
�`
(/� CI
A. ��� IMINIMINIMMIMh. �.z� �
1 0 -'��''
-0,-,,v ' -- -
- ��
3 CONSTRUCT 3' LONGITUDINAL GUTTER PER MODIFIED SPPWC
( STD. 122-2.
�`
_ ,�
O
11‘1,"&41
X'1
\\4)i
--------------------_------
1� -
O CONSTRUCT 4" THICK PCC SIDEWALK COUNTY OF RIVERSIDE
1� STD. 401.

Q .- __ _-------_
-
i R _
1 -- i.
-'- - r =5,
irA i Mil 'MA
- ;lel
_
ill
i�e al O CONSTRUCT 0" PCC CURB PER MODIFIED SPPWC STD. 122-2. „,--4& ean
iii si
IIII
IF- _�
��„ _ • ,•,
�� �� �� •.. PROP.
-
��i
--..o.
w►i
■ CONSTRUCT 0" FLUSH RIBBON CURB.

O
1 111 _ • B
�_ ��IIIIM
�:;-
i
•l�i.'���� CONSTRUCT 4" ROLLED CURB.
'`� _ --'"_ MEDIAN
■
O
ollIso—
`
10, , .�. ——
'lliillIllhihl
g CONSTRUCT

SOILS REPORTAAIIIIIIII CONSTRUCT
Illt
:::F1::E::::::::SB::O:R
.
_��— - a , 50 �� �/ g EXISTING
MEDIAN
7--)

CONSTRUCT ADA ACCESSS PCC CURB RAMP WITHTRUNCATED
O
,-
DOMES; RAMP PER SPPWC/ STD. 111-5.
:iii
i , . ! ,
..}00 : —
— — — w
I-
—
11 INSTALL TRUNCATED DOMES PER SPPWC STD. 111-5.
co '
_L
(0 �� � — — —
7 �� ► - -
1 �� �� PROP; CURB STREET -- �
—
--
r� ED �-
12 CONSTRUCT RETAINING WALL PER SPPWC STD. 618-3, TYPE B.

I O ELEVATIONS PER PLAN.
° PROP. � - �
WIDENING "
8 `r�
- 13 INSTALL GRATED INLET CATCH BASIN PER STORM DRAIN PLAN.

O
10 g
6 -- - IPROVEMENT -- - PROP.
p0
— CURB & ..
:_�� — _ GUTTER ..�����
��� — _��
a, �► o EXIST. R W
�• �
i��
�������■V
•.�! LOCAL DEPRESSION PER SPPWC STD. 313-1, CASE F, WHEN , ADJACENT TO CURB.
- e • 6 �`
: � r • � 14 INSTALL CURB INLET CATCH BASIN PER STORM DRAIN PLAN. �� LOCAL DEPRESSION PER SPPWC STD. 313-1, CASE E.
- �� radi
' "0� ;;ls—� —
i�l��,
I'�! � x _ x x x x
b1�!.�
;��.
x x
iii'�_,1
-- 503.2 �ii
!x-17 �` `�� 15 INSTALL TRENCH DRAIN
_
W
��■1' '. w., PROP. W -- — —
,.... Ate► %��i - -
��
-- _--
IIIA
- _
�� -� -
25 16 CONSTRUCT TRASH ENCLOSURE PER SEPARATE ARCHITECTURAL O
• ° Z
:.8 FG - _
.������ ,,i

,� PLANS.
__����
_ - -
_
`
c.i - -
♦ 17 CONSTRUCT TRUCK DOCKS PER SEPARATE ARCHITECTURAL
X :�` _ — —
V ter' -► el CO ► -
- - 502.16 TC
c�
v,
PLANS.
j�0. - 501.: - - - - =
• —_ 499.0 FG �� i — — — �, 501.66 FL
'—
La—
cs _ _
��, �
�
� K5
rn

O
��,, � 18 CONSTRUCT SCOUR WALL PER SEPARATE STRUCTURAL PLANS. . ' - , � � ',' ',, Nl� _ ,, ,
���►\\````�►�`\\�\\�\\�\����w�
1' �i1 - �G� 0.5% 501144'T L • --- 503.50 TC
(NI
``
-

W CONSTRUCT SLOPE PROTECTION CONCRETE PER SEPARATE
- 500. , ____
• 01A -� - - _ lel)
1 - `�$
19 w STRUCTURAL PLANS.
•� �� '��
,
__
♦^^ \\ -, ��_����zQa�z►�►+►.��_��•��zcza.=.��.���.i����a►w����:�-�.------ � 500.7 1 •� e�l�� � - - _ _ _
• p.7% 5 TC
�!__
/ 1.22 TC ® :: ���� ,-' 501.50 -``�
- -
---
w INSTALL LANDSCAPING PER SEPARATE LANDSCAPE PLANS.
�� — _ : ---- __----- ----
500.72 501. 0 TC S•r�-'_ __ --- - i ' `I :4-f�-
, .15:70
\
\ -593:6(a ---r�
••___
7 FS-
I - 21 CONSTRUCT 0" FLUSH RIBBON CURB TO 4" ROLLED CURB ill
�^
•
,, ```�� 1. ,,, _,--' ___ _______ _ ____
Illi.��\\ � _ -_-_
1 �` , 501.00 ``���/� "Q , _FS- _\—_-, ��
/� �� `����� - . - --- -; __-- -- - �1 g ' '' I\3 13
I - ___I--_____
--
5 3Z�-S-
y�20 �' �'
S /
PD:
t ,501.33
' �8 ,
----
-
.
1 1 /
1 ,,-' ;��jp FS 1F ; ; /
,.
1 1 / / /
501.5 1 , , , ,� , ,- , /\3
/-1—I—\---___,—_—\:11—,0,‘3.86
8 , -_-_�
____--- `
__ 26 CONST. RET.WALL W/ 4 RAILING PER SEPARATE STRUCT. PLANS I F F

-
--
505.
'' � ' ` '
1 _ 502.20
�o' , `\
PAD 2.20 i

zos:20 I 20 t �3 1; /' 502.8 -F�•
502' \\ \ �3 I\ / e\ um
� 501.70 e\ um
x'1
,�'
'Air
_All__

� 504.97 27 CONSTRUCT RAISED PLANTER WALLS PER SEP. ARCH. PLANS '
. /
' 11) j' �, 501 50 I I
' • 1 © _ �I;, FS I� - '�II 1 Olli
o. •, 1 -- __, v �� r�1A- �,�i I L:.
o ` - � , �� ,
I ,._ - � � � � � N \‘,..._
a .1 1 • �II � �� � ' \,_� - — - `.� �, 1�
1s
1 1�a `'1 1
ti� 1 I
`'.�-��r�.l�
:1.6 i\
©1
u1.11 T' ( 1 4
b `` �` q — ; �` ,
— \ `, �' �
TC
`" "!• `
PROP• ;'
� \ AR E LINE
�
� `.

P5:84.17

/ // 28 CONSTRUCT 1 -FT WIDE V -GUTTER
•�
29 CONSTRUCT METAL -BEAM GUARDRAIL.

O
1,'' ��
,� �` „��' \� _�� � �\
�
�•-►r��—I 504.36
- - -
=
1 �
,�~I
yll
a� - , ■II`/� �i;J �� �, 503
� -/L"45
30 CONSTRUCT 3 COBBLE RIP -RAP W/ SOLID GROUT.
- ,.� 1111
1 I `� �� \�

04.47 TC
, 1 , �. ���I � � 1 1 �,
�
-r
T
• .,.��
1 � � 4 r . ' i •.'�?' � 1 � \ �\ \ `,
504.15 504.
_ : -
1 5,5,-1" .� . `.
. '' ``� `, T `� `6i' �•� -'r '\
• %
.97 FS 2
1 Lei ,., /,. , 50
►� cv cn 1 `. 2' �'� � `, ,i____
503. 6
�D4
l i - ,. :3. \
,�
r
o / i i / �� � I 9r�
1C '
� -
0 `� 1��' :' � .-- ,-- r' i i ; i �V /r �`� �`� �� ' -:'----N f„NAJ ,, � ��-�T�ei���TN���::��:� =1�1�7���� 5 •Q,`JO , ,'_
- '
`.

FS �� • � � � i 503 �L.1 ti
.•
Op , , 541.:3` _ .,- ►

- —
c�i , I -.0(----1"--
500 = C' . • • 503.31,
-
-r,
1 4.
�
� pis. r)"°' 1� / / �� ���1 i ! � j \ \ � � 1 `. \
F—
1 ` 1
lia �
, i ,
, 1 \
' - \�
\
\
1 /- \ N ,,--f _. i 1 1 _ i 4� r 1
: 50 '
5 504.41 TC
` \`
1 \\\
1 1
., - ,:
' o • ' ' / - 1 501.82 TC *� I
�
`\ 03.72 TC
513.77
FS 503,91 FS
504.41 TCI

d� � ���/.
501.00
`, 503
•3 �
03•/ 91 FSI

51.72 ,_te TC �
FS . •� \
1'1 1

03.22 FS

\ 50415 TC 1

- illtM-11-
-�, \ . 64 :ice I
X00. ild�
1,--+
,� 50
' --�
_
%' �, r ----• �
=� S ! .� �, �\
�1
503.33 'T � �,
503.65 FS
1�

�I
I ��
/ .:.��� HP 5p0.50 /_ �,
,
\
.♦ ''
--___'/
^.� - ,
o - • . /
/ £*1 / ---
/ I
I ; 502.99 TC�
I

02.83 FS \ \ �`
'�, \1tr)
���'+ _ � TC ,'00.94
`5
`.\ I\ /
'
1 O T;' ;' y
_ -
t
. 503.99
TC '�1
_ a ;�V�
�' /
/
'��
5 00 4
/ �

50 .49 TC �
I
503.
'
�/
_� ,H� -
;_,_-- JI ___- IT

JT JT ,
J
J

a ...,
''..-
'
' `I a.
'
''� -'
- '
502.0' TC I '��
;' /' ��
''
�° 503.13 TC
;'

i
��'- _ ".
�
L /.
' ►ilna
, ,
��
Z--
-
. e -
-
�
■
o
I=
-
� •,
�, ' '
' `
'
, ,/• , 1.'
,' •..im
/
�,f 502,-63 FS_
;
UI
W, ''
; ,,,\

. ..
, , -
� Y. / v 50
•
,,.,
�'
oGB
,.3._ ,,`
,_- ,,
r ,,
�,
,,,
,,.- ,,,- ,,.-
, YP
.38 TC
r`j'r�
i
111111
c.o. •
� 1 _-
�
,,; 5
- '
TYP� -
1 7�
'
f
•�
„,
-

. /' �
�, ,.�' � ,51.88 ,,
=IL'7"li
. - , 1tw

0 ,,
\;
,' - ,' 501.88
FL
TYP
_

== ;
u`�,I
1 /1 _,....
y
., 1
ur
`�
8 _ 502.07 TC _,/,,„---
' ,, - \,

502.98
^
r ,
Q Iv,
,,'
/:
/
,- ,,- ,,-50 _,
,/
,
1 /
_
', ,
Qa •
501.57 FS
I
■ �\
502.48 FS

.—
I
.,
__-
/
s
I I//
-
A/
> ,,, 1
,-. `
\ '
60 T ' --
- /

1.4%
,-'
__-,,,,,,..j._:.....7,4
--
�- �; ,
��
01 ;
-
I
I
�' - 0.87 P§
`i- `\
- ,
I
501.10
`�-�
-
1; -- ---- ''
,
-
/501.10/ FS '1
%�
=� 'r.
o ,,�, 1 /' ,
r_,.; 1

2.0%
TG

I
,,.
ip 7,,
Ili
'
•
.1
�`, �'\
`,
©.A41
�,
, -
,---
\, !; ,� :0.91 Si
e �' ,=
56t
TYP
/ ; //A

_va, 1
','•74.4a6;
-------M ,;
20'
10'
C 20' 40'
SEE SHEET 8
1 {
`
•• -` _
�;
-
ii
KEYMAP
GRAPHIC SCALE: 1 INCH = 20 FT

NOT TO SCALE
DIGALT"tR'
11 �•
=�
Call
2 Working Days
Y*
Before You Dig!
8 11
BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST, 130FT W OF BEAUMONT AV, 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29
160 S. Old Springs Road
Suite 210
-
IN 714 - 6 8 5 - 6 8 6 0
SCALE:

Civil Engineering/Land Surveying/Land Planning
-/-/-
/ /
- *
, L' IF�L8
i.
-' ,Ay,'
FILE NO:

City Engineer/Director of Public Works
DATE:

BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION Beaumont, CA 92223
TEL (951) 769-8520 FAX: (951) 789-8526

GRADING
JOB NUMBER:

RONALD W. SKLEPK0 R.C.E. C46216 DATE

ENGINEER

REVISIONS
CITY
T
O
>1
Yt
O
O C
IC
I- tf
to c
� c
N)
coc
E`
r) C
aD
rn °
C
w
CD
+-, °
(n
C
fU
aF
LnC
co V)-
N 1
C
0 0
Lr)
V) C
,)°°c
(N
N
• C
O 1
cn
o .

UI C
to
• C
o
U U
n -
10 N
C
o C
s- Ln
U �
00C
N
!fl!
ro
N
Eo
Lt
c0
N
F -
o
U t
9 S
u, I
M
1 M
N a

Page 942 of 2775 ends

CONSTRUCTION NOTES
0 CONSTRUCT 6" PCC CURB ONLY PER SPPWC STD. 120-2,
TYPE A1-6.
---------------
504.18
TC
--------------
------------
1 ------ --_-
\ -------------- --- ----------- „
503.76 TC
503.26 FL
------------------==
---- ---------------------------------------
_
---------------------------------------------------------------- „- -„-,,- -'
•
•
111
....
•
•
•
__EXISTING ______ _-- ---------------------- - - -----------................... ..................... .....................- ..................---- -----" -1111.1-71 ' e .45 TC�
-- ' 395 EL -
.......... � _- ---- - � -
--- _ --504 _
-504.50 FS- .......
---- -__ - '
----- 5 05 Op ....... .
.�

04.50 FS
50 ............
p ------------ -------------- -----__,_`�'��
FF
--- 504
503.36 FS /
/ / // 5,O2,53/ F /
/ / / / /
/ / / / / •/ / /
/ /
• % 03.28/ FS
O3'.7'/TC,/
• /5O3.23 I$' /
' ' / / 503.74 TC
503.24 FS
•
/ / /1 ///, / / /
/
• / / / / / / / / /
/ / // / / / / / / / /
' // / / / / / // // /:
/ / / I
/ /
/ // / / /
/////
//
SEE SHEET 9
FG
�\ \ FL
\ \
A
/ \ \
\
\ \
\ (511.3) \
FG \\
2:1� I
r-
cV
0 504.2 FG
PROP.

PARCEL LINE
I
1510FG \I 508.8 FL
(511.2 FL)
PROP.

GRADED
SWALE
/
L
I
509.3
FG
2:1 N
I
/ 508.0 FL
S/0)
PROP,
R/W
KEYMAP

NOT TO SCALE
O
O
O
O
O
10 11
12 13
14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 CONSTRUCT 6" PCC CURB & 18" GUTTER PER SPPWC STD.
120-2, TYPE A2-6. W=18".

CONSTRUCT 3' LONGITUDINAL GUTTER PER MODIFIED SPPWC
STD. 122-2.

CONSTRUCT 4" THICK PCC SIDEWALK COUNTY OF RIVERSIDE
STD. 401.

CONSTRUCT 0" PCC CURB PER MODIFIED SPPWC STD. 122-2.

CONSTRUCT 0" FLUSH RIBBON CURB.

CONSTRUCT 4" ROLLED CURB.

CONSTRUCT ASPHALT CONCRETE AND BASE PER SOILS REPORT.

CONSTRUCT PCC PAVEMENT PER SOILS REPORT.

CONSTRUCT ADA ACCESSS/PCC CURB RAMP WITH TRUNCATED
DOMES; RAMP PER SPPWC. STD. 111-5.

INSTALL TRUNCATED DOMES PER SPPWC STD. 111-5.

CONSTRUCT RETAINING WALL PER SPPWC STD. 618-3, TYPE B.

ELEVATIONS PER PLAN.

INSTALL GRATED INLET CATCH BASIN PER STORM DRAIN PLAN.

LOCAL DEPRESSION PER SPPWC STD. 313-1, CASE F, WHEN
ADJACENT TO CURB.

INSTALL CURB INLET CATCH BASIN PER STORM DRAIN PLAN.

LOCAL DEPRESSION PER SPPWC STD. 313-1, CASE E.

INSTALL TRENCH DRAIN

CONSTRUCT TRASH ENCLOSURE PER SEPARATE ARCHITECTURAL
PLANS.

CONSTRUCT TRUCK DOCKS PER SEPARATE ARCHITECTURAL
PLANS.

CONSTRUCT SCOUR WALL PER SEPARATE STRUCTURAL PLANS.

CONSTRUCT SLOPE -PROTECTION CONCRETE PER SEPARATE
STRUCTURAL PLANS.

INSTALL LANDSCAPING PER SEPARATE LANDSCAPE PLANS.

CONSTRUCT 0" FLUSH RIBBON CURB TO 4" ROLLED CURB
TRANSITION.

CONSTRUCT 4" ROLLED CURB TO 6" CURB TRANSITION.

CONSTRUCT DEEPENED FOOTING PER SEPARATE STRUCTURAL
PLANS.

CONSTRUCT STEM WALLS PER SEPARATE STRUCTURAL PLANS.

INSTALL MONUMENT SIGN PER SEPARATE ARCHITECTURAL PLANS.

CONST. RET.WALL W/ 4' RAILING PER SEPARATE STRUCT. PLANS CONSTRUCT RAISED PLANTER WALLS PER SEP. ARCH. PLANS
CONSTRUCT 1 -FT WIDE V -GUTTER
CONSTRUCT METAL -BEAM GUARDRAIL.

CONSTRUCT 3" COBBLE RIP -RAP W/ SOLID GROUT.
20' 10'
0'
GRAPHIC SCALE: 1 INCH = 20 FT
40'
DEALU'
Call 2 Working Days
Before You Dig!
811
BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST, 130FT W OF BEAUMONT AV, 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29

BY MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
160 S. Old Springs Road
Suite 210
Anaheim Hills, CA 92808
714-685-6860
Civil Engineering/Land Surveying/Land Planning
RONALD W. SKLEPKO
R.C.E. C46216
—/—/—
DATE
SEAL
�2Pv F-o�
O
No. C46216°
Exp. 12-31-2026]
DESIGN BY:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

JOB NUMBER:

Reviewed By.

Recommended
for Approval By
Staff Engineer
Administrative Engineer
Approved By
City Engineer/Director of Public Works
Date:

Date:

Date:

CITY OF BEAUMONT, CALIFORNIA

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
550E. 6th St
Beaumont, CA 92223
TEL: (951) 769-8520 FAX (951) 769-8526
CONCEPTUAL GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT No. 25 —
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
5 OF 15 SHEETS
FILE NO:

GRADING
T �
0 >
o r
oc
JI
�c
Ln c
N)
ro
N
0 �C
co
r) ❑
N u
c
tY
U)
<i
c
oo
N
0`
0'
in
N)
r7�
QC
a
NI
o
O c
3 C
L Il
U
0 O
U
Ln<
M -
oo
N
i
c
o c
o r
U c
Lrj
co
r7
C
N �
u
s_75 r
a
C
op c
N
N
❑
LI
r
a
Crir
W C
z
w�
LU
L
-J V
Q
z
wU
23835at1 01
23835mac101

Page 943 of 2775 ends

CONSTRUCTION NOTES
SEE SHEET 2
O1 CONSTRUCT 6" PCC CURB ONLY PER SPPWC STD. 120-2,

�, TYPE Al -6.
,_:rL�����
493.64 F
`
,-��
�`
'
'I , © 0
�'
493.83 P It
PR
P. �`
I
1 2 CONSTRUCT 6" PCC CURB & 18" GUTTER PER SPPWC STD.
`�`�,, O 120-2, TYPE A2-6. W=18".
/ /
493.50 F
I PA'
► _.2)(. .-."'
-�'
c
/ /�
'I
��
\���
`��
I
•
`,
O3 CONSTRUCT 3' LONGITUDINAL GUTTER PER MODIFIED SPPWC
.� �►' ,%
.

STD. 122-2.
// 1 A I . `�A? %,
`•

\``.
`,
��
O4 CONSTRUCT 4" THICK PCC SIDEWALK COUNTY OF RIVERSIDE
STD. 401.
..

C\I
• ok
, ! ��'�,
/y h
'/
��

1.9%
r■�
O5 CONSTRUCT 0" PCC CURB PER MODIFIED SPPWC STD. 122-2. 1 / /
cv
' ' �• tzcap_
°oo�
da
/4"
��
�\
- 60 CONSTRUCT 0" FLUSH RIBBON CURB.
%� "°`"� l' g
493.14 FS �1�9%
'�
/ i
I
.
•
O7 CONSTRUCT 4" ROLLED CURB.

N ' ®
•:. , ' ' moo• '
or,
�\ \\ li

��
-
N
O�
,
� /� a o) // ©/
/ / /
/
Ar
�`

96. 3 TC
495. 3 FS
____ O CONSTRUCT ASPHALT CONCRETE AND BASE PER SOILS REPORT.

CD
ere /
i. /
O9 CONSTRUCT PCC PAVEMENT PER SOILS REPORT.
'e /
/
I, 492.70 TC
�\ ��
CD
' 0/
\
10 CONSTRUCT ADA ACCESSS/PCC CURB RAMP WITH TRUNCATED
,/
I • 9 �� 3
492.60 FS
.,
♦ \
DOMES; RAMP PER SPPWC. STD. 111-5.
p ''
�' X9.k.'.,:% 9
-
-R
\\
IQ
INSTALL TRUNCATED DOMES PER SPPWC STD. 111-5.
° �; �' FS / /
/ / /
/
0 �`
11 / '
,'
I
���
_-__ 12 CONSTRUCT RETAINING WALL PER SPPWC STD. 618-3, TYPE B.

O
/ ' " '; ;'
492.70 TC
®

-'
ELEVATIONS PER PLAN.
e foss°
493.13 492.20 TG
i
I
�' �;
INE /
492.6 FS
;,
I
•
�'
13 INSTALL GRATED INLET CATCH BASIN PER STORM DRAIN PLAN. �/^
/
�g = •
/ ' O /
1 9%
IMIE
LOCAL DEPRESSION PER SPPWC STD. 313-1, CASE F, WHEN
I / ' r
I
,
L
,
.'� ADJACENT TO CURB.
,,
11 �' ' / '
I
I
'
♦/

1. l
'
i
�' 14 INSTALL CURB INLET CATCH BASIN PER STORM DRAIN PLAN.

LOCAL DEPRESSION PER SPPWC STD. 313-1, CASE E.

I
. '
494.02
8 0
/
♦ /
,
' I
it
,
XIST. AL ' S i d• �o`�'
•
DITC (TO : .
493.52 FS i I
,
i
i
'
/
�__-
-. 15 INSTALL TRENCH DRAIN
O
• ;/ ,
o°'� ' //

;I
1 /
I`
'
•

PRA D IN -PLACE)
/ / �g % y.'
,f
'
i
,
' �'���/'/
"
;'
; `�,
16 CONSTRUCT TRASH ENCLOSURE PER SEPARATE ARCHITECTURAL \,`
' /;' � ' ¢g7 �i
Q
�
'�
'
�
I
i PLANS.
' co• �
05 ;' • ¢93 1765:
¢86 g TC
��
..
,,
1 /"'
,
'494.20
494.53
496 03 TC
8,1N� 1N 2 ,� 9,3
o ►
%/ /
/ J i(t 494.
g •v��- 1NL& 1
V
FS
FS
�•2%
49�i 53 FS
i
��
17 CONSTRUCT TRUCK DOCKS PER SEPARATE ARCHITECTURAL
O
i% ,`�
/
,
:////
%/ / q� `V r UT 49366 TC 1t'O.

I
0 v
i
PLANS.
/ ,%
I `'' FS
i
;
`
. /
:173cn
/
/
/ /l Q 1
CONSTRUCT SCOUR WALL PER SEPARATE STRUCTURAL PLANS.
/ / caF' ,� I
/ /
,, ca
I
18 �p�
/ ' o
i
I
°
�
o� off• o O 49 .� �7
' 1-1., % • •
% % � °` �" 36
I
'�
:.
f
�/ =
v41.7„,„
':
�`
��� CONSTRUCT SLOPE -PROTECTION CONCRETE PER SEPARATE
/
/
STRUCTURAL PLANS.
' ,�, %� / ' RETAINING .� �`� �
/• ROP. RETAIN ' ' o h

49.78 TC
♦♦♦,
�_ ,.-
3 ' /
�,!
II / ;' WALL FOOTING TO BE % •,��
TC ='
28 FS
20 INSTALL LANDSCAPING PER SEPARATE LANDSCAPE PLANS.
� �' ,% ,. o°��`�'
'
� I.
.�,
/ CLEAR OFJSEWER �' Sp F �
iiir".3;1.

����0
, , ,'
Sa0 �' .
i ;I ;' �' EASEMENT 1 ZON
d9
c�
L
21 CONSTRUCT 0 FLUSH RIBBON CURB TO 4 ROLLED CURB
494.

TRANSITION.
• / / h�° I 3 23 �

L,�
I I
/ 4.55
O 493.,.;
495.20
TC
495.84
TC
.- i
�I 94 T
O
/;
�, `r' ,% ° TG 05 FS „

49 fill Z
22 CONSTRUCT 4" ROLLED CURB TO 6" CURB TRANSITION.

O
,`c, •• ��
• J> O
i 'C>J �� / i/ ' I -----
I n/ I •, '
r
•
• .72 Ill.
r
O co / 6 ' /
0 ``\ it
L-
-
--
- ' •5.22
it ^ 1 �r ^� E
O �
O c
JI
HL(
v) c
Ln c
N)
ro C
o c
N) c
co
r) 0
N
ACC
w
II)
Irk
<
,nc
'o • 5
N
o C
• C
0 N)
`00c
mac
IZ C
E• 4
In
I
o .

UI C
3LU
O U
7:7)F
U U
Ln
g4-) -
Ib
ro
N •
C
o C
C
o- �
Ln
M
00 c
N
c
O r
+� r
Lc)
ff.)
a7 c
M
N
O E
L(7 1
a
co
ro
N
o-
.)
O S
E c
M Q
0If
M
N
a
N r
W �
U -
Z r
w
�c
We
w4
Ct—
z• .
hi
wG

Page 944 of 2775 ends

SEE SHEET 3
`\\
''.�.
\ �'
�\
;'
1 ;'
/ ,// /,% / ,// I ,/ ,/ / I

�` '` /%, CONSTRUCTION NOTES
494.17 TG
\
\
coil
'
/
/, , , //
/
I / /
O CONSTRUCT 6" PCC CURB ONLY PER SPPWC STD. 120-2,
`
1 yL
/
\
I
/

1 I TYPE A1-6.

\
/
,
• . ,,
,,
/
, , ,
/ ,/
, , , „ , ,
/ / / / ,„,/ ,/
:
.. ......._
.; , ��'- 0 CONSTRUCT 6" PCC CURB & 18" GUTTER PER SPPWC STD. 1 , , ,
, 1 , , ,.... , , , ,
, , ,
, ,
, , , '/ , ,
120-2, TYPE A2-6. W=18".
c� , ;
/♦
gi,
\�
•
495.62
®
'•
.
�, /, /
' 'Ij�/
' .'�'
,/ /

//
,/1/„1., / / : ,'
1 /' ,' ,
/ / / /�' /
/ / ��
\\ /; /ry �� ' --
`' O3 CONSTRUCT 3' LONGITUDINAL GUTTER PER MODIFIED SPPWC \ / / ' /
',
\�\
0i
I
1 \
`.
♦
♦
TG
♦
/ 4� ,/ ,
/' / / / / /rn /
`�. ' /'::\ %/ / ,-,,,`\ STD. 122-2.
, , •
/
„.
,
\\
• . \
Al° '
-
DLO
'� �`
/�/
,, ,
, ,
, ,/ /,,,,,, , 1,,, /
, , 1 r; O4 CONSTRUCT 4" THICK PCC SIDEWALK COUNTY OF RIVERSIDE

`\
�� /
°�
/ / '
/ / / /
1 ,,� /,^ ;
495.52 FS�\,

1 I J
4 • •
! / ' /
' /
:I ; STD. 401.

IiinlikW
/ /'
/
//,,,/ , , /,
Air/
/

..........
...........
„
�'
�,
;
; ; �'/
,„,/,,
_'-,
' / / /
/ / / , ' �'
( /; `\ %:''/ CONSTRUCT 0" PCC CURB PER MODIFIED SPPWC STD. 122-2. /iv/
,
,/
1 1 , ,„„,,,,,/
retb-v,/
,1 $.49, S, U
��'��/ ' '/'
cn U
cn�
09 TC
59 FS

8.14 T
i ` ,
U
I-
cn
�
LINE
nn

49 '

\
/ /I-1�I•-1� �
' ',
co
�
a
o
•�°
21 CONSTRUCT 0 FLUSH RIBBON CURB TO 4 ROLLED CURB
cor^ .72 TIC ©
rn
rn o0
00 '1
In
In
r,
.
ao
/ // , / 1
/ /'
(
rn
`49.22
'b'
d
Nt O

Ln N
.�
•�
00 CA
�t
O
�
.
� �-
ter;
cr,
/ Q)
ter;
co / ' , ,

, \ 0
'// // //// // O
' , , %'r' / , 1 0�
0 o�
O O I
�
�..�
O'�'�
Q
�■
LLJ
����
CA O
Cn Cn
CA
0)
� �-
O)
w
. ��
.
:•
rn
O)
rn
rn ,
, ,

Q) // / /
/ / / / • 0
, / / / /
� '.,,.
. -
_,
___���,ri� �1
°
rn.�'
L`U
cn TRANSITION.

II
/
/
�`
�� �*
-��
�/
/�
, / / ,
`'' / / / / ' / /'�jI4'
, , , / 1 cy)
/ ' / ' / / / \����=1
•. C)
-� "? d' ��'� '•� 22
to ��, 1 0)
CONSTRUCT 4 ROLLED CURB TO 6 CURB TRANSITION.

III
I
/ / / / ' /
499.52 TC
zl
r^ 1 ,
CI)
'496.35 FS
FS 1 11
/ 11
Mc..)
I
,�'
/
0 / / ! ' ' / / / / ' • . / /
ii:‘
,
Its
,
'
MaThEr.OPIIIIIIIP
• •
499.02 FS ����
In

DEEPENED FOOTING PER SEPARATE STRUCTURAL
23 Oka
No
/-�
O
', '`
�A�V

5%
�
I \\\������/
/ // / // ' ' / ; / ; / / / / / \
-\
I PLANS.

It
�'
`

1 O

�,1
I�, ,
4gg,5g
500
5'
�•

•
LJ"M„IT,
,�,
�
�f
/
/
/ , , /
/ / // ,
�•
FS
' 24 CONSTRUCT STEM WALLS PER SEPARATE STRUCTURAL PLANS. , , FS nt
//
,/ ,/ ,,
01161,
o
O
25 INSTALL MONUMENT SIGN PER SEPARATE ARCHITECTURAL PLANS. .

I,
497.16

1.5%
`
/ /
_A/ /
/ / / , / / ' / \ / 1 �\

P
TC
��, , ,
_
I
• `i��
I
J�
496.:6
FS
r' / / ; / \ `\
bl
'L' ''
�
26 CONST. RET.WALL W/ 4' RAILING PER SEPARATE STRUCT. PLANS •0
, ,
,
/ , , ;
\ 499.80 se
5 /
r 4197.80 FS L`
cn
cn
L` (/)
u-
o
L`
/ o
' /,,
//,/ ;'�'
; ; / / %
/ `, 1 ; FF \
N
uu ��
I
-
27 CONSTRUCT RAISED PLANTER WALLS PER SEP. ARCH. PLANS
_-_-r

0.7 DF I
O
CD
00 . c0
-
/ ' -
/ / ; ; ; -
; 1
1 497.15 FS
O
�
O cD
dt
00 ..
coO /
/
/
'
, /
/ /
; / i /
\ 1
: `\ ;
O
o0
N
03 I
l>7
In o
I
♦ I
r,5
:
rn
o
rn
oo�\
o,
rn
d
°°
rn
aCi
rn
rn
rn
oo
0)
/
/ , / / .'/
/ / ,
/
, / / / / /0)
1 \ , I \ cn
Cr; N
o
co
,( ��
J >
,
28 CONSTRUCT 1 -FT WIDE V -GUTTER
0' DF
/ / / / / // (
\
,/
• \ 1 1 od
'
oo
Q���
\.
`
497.80 FS
' / \ 1N
29 CONSTRUCT METAL -BEAM GUARDRAIL.
, /' I I I 1
/
..
\
\
\
,
24 sHops
\

AN
/ , /
, , / /
/ , \
/ „ / , , , 1, `, 1•
/ / / ' ' / / / I \ ♦ \ I , , , ice'/
, In
1 / /
\
}
r ` 1 \\ l
‘ -'-
I
w
30 CONSTRUCT 3 COBBLE RIP -RAP W SOLID GROUT.
ti,
pm
/
'rc..-
49 8
8 / , , /
I , 1 1 \\ \ `\ �., , I

i
/P.-
.

, ,
\ \ _,, ,,
I
RETAIL
1 ��
�
, , , /
\ , \
�
;
O
����
\
�

I ,, I,
\ ,N_ `,
�\\�' '
>
\
498.8O
FF / 1l0' : ,
\\ \� .,, ..
• i�+
,

1.0%
`.
;
498 80 FF 498.80
FF
,/ /
/ / 1,9,8.80/FS'
`. `♦ '�. `�
,,
- ,` '-,, _ �'
' ,_ -__ '-___
I
'\
ilE
O
00 Aidim
-______
••
�
N

1.0' SW
I n
n
( fl , , 1 \,\ \,,\ �;
_

._ `-, `_ _ __ __
\ --_______-_-__________-....2_,............:
_`
^
^
498.80 FS
'
-
w
���
co
498.6•
` -
TO `. -----___,
_____;,_

'`
�-
49 7.80
FF
498.65 TC
`
,, ---____
�
9i���
\`
--
I
�., -'�-_
'
c�
498.32 FL
1 498.3►
FS \��I

�
-_ ---__ --_-__ '----_ '''--- -'----
;
--�, ,�
..
, ;__ - '---

49 7.1
R
A D
_
i
:______ _-
_?f98.8Q,FS```
f�7�� _
-41------------------
______ ________ _______
_ ;-_ --__-_______-__
-
>
H \,
_
______________
•
r

•
ll
•
I>
I
2 -_
'---_________--------
-
��III
\_
\�\
;r
` I
__, ----
-��� -`��� -----____��'-----
t�
-` g
'-
_-
--5-t--]
IS
,,
�.
_,�
`_ ;_ _=4 .�- _ 1_D __ __
499.8Q_
,#/,-
III ` _
���14
FL' .
-
\�
-�
,Lt�l-------ter
__ tom„
I
y ..
c�
I \� �
Il
- ---
_-- _-_
_____ -
_w
`�''`�_
�.
__ - -
�u

hu
I
1=`
■�
=ii%W `
498.80 FS
fi F----__ ___'----�____ Ns_
`,_. \
�.o
�r
_--_`'-'---
498.$0 FS -------------
8 /�,,, ��
cT
n
o
r
,, ,
3 STEPS
'-'---_ `----- '-_------_ '-------'------` '-----__ --_ -= = %" �, __
� �`_
•
•
w_
/
497.80 FS ,
0 SW
gel
1►
,r
_
'-----
-_--______
'�-- ''--_ -----_ - ------ ------- ------- '-----___
i
_
T_
' _�--
_ :��� �. , F���>
A
--------__ ____�'____ ___________ ________ __--__ --� ' - ;
r
J �
\
i %
497.80 FS
� 1i1�
___ _____-�__� ____-__
_ ___- ,_
____
/� 1'
■
-`__`����---,` ----____-��-��
Q.- -�
�,
1 ��1
O
-----
--
■
•-
r.
-� ► f. _•
LL.I \
v
A
//
I
r ,
---
`�
0 i,
,
pr ,
,
,
o.),..,, -
i
lip
_.\
___,,,,,, ,___
..... ..
i
/
i
__ ,_
LU
`
t'1
,`

, ,
`." ''
�o)�+.T
1 �
'—�r —X X—X
�it' 11
1 T
\-\
ri
T
T

vi
3 N
►
-.
-T
- - - -T
-
:min'I
_
--
CI
LI-
LU
wiiirmil&
62,..?.
24 k
.--,:_,,
li
1�
`
I
CJ
X
IN
\i
III
j1

�'
I
—X—
`_ _ ... i ) + ��.

>
; /
`� 497.29 TC
'
°'
f -
.
�_
HI I�
,)
----------"--
-
L1J
/
1`
1�\ 496.71 TO
.80 T
� 20 ' i o ' o' 20 ' 40 ' 1
)_
„\
-
iiSEE
SHEET 11 GRAPHIC SCALE: 1 INCH = 20 FT KEYMAP

NOT TO SCALE

DHGALITZ-'
��•�• rr
BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST 130FT W OF BEAUMONT AV 25FT
r r
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29
160 S. Old Springs Road
Suite 210
_ Anaheim Hills, CA 92808
SEAL
DESIGN BY:
'
,,
Fes■ ��—�
.�
, ;
�

4 LJF
- 1y,
Reviewed By. Date:

CITY OF BEAUMONT CALIFORNIA
SHEET
%
OF 1Jr SHEETS
Staff Engineer
Recommended
for Approval By Date:

CONCEPTUAL
OAK

LOT LINE

SEC INTERSTATE

GRADING

VALLEY VILLAGE

ADJUSTMENT
10 AND OAK
PLANS FOR:

No. 25—

VALLEY PARKWAY
DRAWN BY:
�)
W
ix
*
1 oQRofEssi--1
Yt
O �
oc
JI
lnc
Ln c
N)
ro
0`
C
co
N)
u
t1'
t,) >
cn
a
tY
Q�
Lc)C
N) 6
N)
N
c
O
K9CcC')
QC
a t
NI
o
UI C
to
3 C
L tl
O U
O
rni-
U (/
Lc)
M -
lb
N) t
N
C
0 C
N
U c
Lnco
N) t
C
N �
u
o
a
C
co C
N
OE
of
LD
co
ro
F -
o
.) t
E0 t
Ln t
M D
o
M
N a
cii N
Lii C
O 1,-,
C
LU
LU
_1 V
Q
z -
o'_
HL
wU

Page 945 of 2775 ends

SEE SHEET 4 CONSTRUCTION NOTES
CONSTRUCT 6" PCC CURB ONLY PER SPPWC STD. 120-2,
I /
> \ �ID�Y�[
-`. \\
\ I
1 TC
° I
/
O1
�
//'''' . /
°
501.60 �'�

1.4 f
'
I
w \, '0.87 .i7 ; `�
\
; ( ;%
i
501.10
I
I
TYPE A1-6.
h! , -. _
.- , �. _ /
'
501.19 FS �'
�'
®
�'
1 o ,,�,
\ \
/

2.0%
TG
d
�,, \
\ 1
% -
;

�s j 1
i
, ,,
501.41 `TC �'
_-
/ '�� 1 ',
\
-
2 CONSTRUCT 6" PCC CURB & 18" GUTTER PER SPPWC STD.

O
° I
i 1
,- .'fir%'
w

501
; ,' r ,
V'�
, \
1 \
•
,�
••
,�
,
,
4 ,
1` ©
\\ \\
I 120-2, TYPE A2-6. W=18
II _ -
.- .0.91 FS

-5O1
� TYP \
'
.

' 1\
�,
‘,� I/
'
1\\ •
CONSTRUCT 3' LONGITUDINAL GUTTER PER MODIFIED SPPWC
r �,,/
ua �`
�,� �,� ,�
��
I �' f \1
\
�/
I O3
, , -
-' ,.-'� �.,
1\
,, ,,
,�
l ----Z_--'
I I 1
,'I
I
`\\
._
I
!
\�.
, ,
\\ \\ \ '
, I •
I
I \ ►
\���/ `
1 0
O CONSTRUCT 4" THICK PCC SIDEWALK COUNTY OF RIVERSIDE
_ LA) ,-'
,'
,
%
-�
`_
'
\
�,
I
STD. 401.
'
'� '�
�`, \\
'
'
fr
`.
502.45 TC
I
O CONSTRUCT 0" PCC CURB PER MODIFIED SPPWC STD. 122-2.
--
\ \
/
502.30 TC /
502.46 TC i
/
,
,
�\
'
♦'
$0 FS
.\y,\
501.95 FS
502.46 TC
-
��'/
.-'�
; ,, \\ \
{ ;'
I
501.96 FS
/ ,
i is 1
�- w .
,,.
,'' ,' 2.0'.
. `- \ \
,//
:
,,�'
' .' '
502.46
K�
, \
501.96 FS
„
)1
____
_
�'�
�`` \`
\\ ''
TYP/
5O2.18 TC
�' A
j
6 CONSTRUCT 0 FLUSH RIBBON CURB.

O
t ` ®
'
501_07 T

;I /`
,n
•1,g•
��
I,
`�
/
�`
\\
•
/ ��Til[:f:1•X�
�,

500.57 FS
.
`. .-'i-,,,‘„.,
,
II
`
\�`�!�
�\

`,

5OO.O T
X.
1�
501.83 TC
O CONSTRUCT 4" ROLLED CURB.
,

\,,

1.1 go
',' I I
I , _ - / . nI
/

CONSTRUCT ASPHALT CONCRETE AND BASE PER SOILS REPORT
\ ;
z11I1-I14!
®'
501.24 T
1 '- ; \��
TG \\ 1.0%
\
o
\

1.0%1

1.0% `
I
_
"I
°(
�C�j
—
J
ommmmommm
•
I
O CONSTRUCT PCC PAVEMENT PER SOILS REPORT.
cilb
II
I
Ail
raffal

AMP WITH TRUNCATED
-
I
10 w
��/
' ,'`-
;
�R65
�°' ;' c? __ ,�',
_/'--'",
_/
II
I-
0 DOMESRUCT RAMPDA PERCSPPWC�STD. 1PCC
�o ,
A
,
i
I /I
�--
`
fj -�
/�
IVO/7
-
TC TYP
.`.___ 4/
-
'"�"/ 11 INSTALL TRUNCATED DOMES PER SPPWC STD. 111-5.
�, ,
(_------'
502.06
�a
_--
_
----
-'
-IOW T o LN
`\
•.
,%
501.56
\
FS 502.46 TC '�.
•
5O2.45 TC
I
,''
o 'v,
-
Og Oy
.. �_
12 CONSTRUCT RETAINING WALL PER SPPWC STD. 618-3, TYPE B. 500.22 FL ' 501.42

\ c".""
♦
01\ 96 FS
501.95 FS 502.46 TC
�'
\\
�11.
'
502 23
TC
502.17 TC
�° ELEVATIONS PER PLAN.

GB 5OO.92' F'
`
��
502.46 TC
,�` 501.76 501.73
FS-
501.67 FS
501.96 FS
�\
LI) 502.16
__---
TC
501.96 F•
`.
--_
_ _
'

501.09
TYP
13 INSTALL GRATED INLET CATCH BASIN PER STORM DRAIN PLAN. 0 500.59 FS
/ '.....--•
�_ 501.66 FS
___
'//
'�
501.7.

I
,�;
,
502.
-
,
_- LOCAL DEPRESSION PER SPPWC STD. 313-1, CASE F, WHEN
,- ,;
VW
�
� -
F�
-
6 IC ,
,-' �'
501.
��

8 __.---------
`,
''
°
;,-
ADJACENT TO CURB.
1 _
0 --
jLC)
16 _
- T --� - 7L
0171 -8 -FS--
---
T -�

'`�'
-�
INSTALL CURB INLET CATCH BASIN PER STORM DRAIN PLAN.
50�
G0
,`ig%
/
___
14 I
���
\
--.__>- Iall -
LOCAL DEPRESSION PER SPPWC STD. 313-1, CASE E.
�` •• �
3il:
502,34 I
(1-
a
r •
I e
e
----
,/'
'/
'
'

02.7 TC
_
cn
'� ;
-
•
• 15 INSTALL TRENCH DRAIN
s r —
—/ to I 1
i S
p \
O�
M0O

�---__ .
may=��� 502.57 TC -02.62 TC
�.
-_
- -
-, °°
_''� �---'" I
O

i/�I�e?N.

I� L■�
::a
�'4--
---
--5----
"'
•
o J o
� •.
502.62 TC
_--
_ _ NN
� 502.68 T
� � ; �• �
� �
o
0 501.83 F`
�
502.07
FS
502.12 FS
•
Gig,
1iS �
Q
5�i2. 0
FS
v�
�h

1 w
cso
9 FS
n

[�j
17 CONSTRUCT TRUCK DOCKS PER SEPARATE ARCHITECTURAL
�-.
iJ
C
,�
cs�o
- v,
-
50£80
C
'-'L
,/ s
O3
\�\'
I�,

1.0%
,

1.0% 1.0% 502.33 FS
"%
�,
,; ;�
•��
PLANS.
/ �0 7 'LA
O.n►
tip ,•I.
502.67
TC 502.70 TC
502.75
TC 502.30 FS _
�,--,��,

.•"II
�..�.-
. �
u�
rn
/ I 3 w: o
�'� �'
502.83 TC 502.84 TC
502.83 TC
502.98
TE
clii�'.=
,
1st
•
/ I c3` �` o
m
���''
v�,�
_-
502.17
FS, 502.20 FS
y f:n
Ill 11!&"41"."1.
��
c. - 7 W.
� • •� •
CV
lV
18 CONSTRUCT SCOUR WALL PER SEPARATE STRUCTURAL PLANS.
;s o o N -n Lil n
�N
,
502.65 TC
502.37
FS HP 502.33 FS 502.47 FS HP 502.34 FS
502.48
FS
� 4�
`(,7��1,�•��[y
o
in
O
if)
/ / 17w o o t9
502.26 FS/HP—
= L "
—
°
" -CF` — — —
r.
19 CONSTRUCT SLOPE -PROTECTION CONCRETE PER SEPARATE
O
—
— — �� �"
—
— — — — — — — —
�F- - - -` �\ "
s a C: s
logo ►
O C s`�
000 ,�
000000 flao-
0 .� �\
'^���
/ / ►� ��
•
1 11. FS
cn
�I-
-
,��.
`,
c
�i
502.85 TC 502.93
502.52 FS
T6,

503.00 TC ., 503.00 TC
n

/
/
r.502c9EVEL0000•000000
} STRUCTURAL
", 16
-
PLANS.
/ 501 2 ♦
4 J
5G 16 �G
02 S
5 66 F
lG
5028 FS
S
.�
6 ••
cn
�,;
In
Nc.i tS
to
Nop
�o
to
N
\r,
No \\\
In \,
502.60
FL �,
502.67 FL 502.67 FL
`,
�'

(, A
ON2c97DUDOO��
0000000000000
•0000
_
0000000000000�•
Off.®7J � O
I'—
I�
W 20 INSTALL LANDSCAPING PER SEPARATE LANDSCAPE PLANS.
sp1 NP
5 to
N
-
. O
CF
�'�
W 21 CONSTRUCT 0" FLUSH RIBBON CURB TO 4" ROLLED CURB
IC
op
�
502.85 TC
•
• •
• • •
TRANSITION.

Z
,, 1G
�� ' SGT 6G FS
�UyJ
"
~
u-
``
--
�;
s
'n,
502.52 FS
�-

Cl) 22 CONSTRUCT 4" ROLLED CURB TO 6" CURB TRANSITION.
g2
�'� � 0 Gr 2 -/r '
.•
o
c•.1
o
-
N�
20 o
-
_, 4
r
I
Iliti
W
� �°
•1
�i
27 503.25
I
•• / ---
„
4 503.25
503.35 23 CONSTRUCT DEEPENED FOOTING PER SEPARATE STRUCTURAL 10R09-•-•
�ir.
503.35 503.35
FS
P ,RC ,_ r'
i
,
�,
��
•
FS PLANS.
-
=
o
; -'
FS FS
503.35
lP1C
\ ♦. :'
I • FS
'
A
503.35
`, 503.25 503.35 503.35

503.35
FS
�'"
''' C. CONSTRUCT STEM WALLS PER SEPARATE STRUCTURAL PLANS. 5a,
o
5G1
/
\ - '
FS

I FSHP FS
FS
II
,\
FS
,,,,
-,,; --
,,
-';-,- 25 INSTALL MONUMENT SIGN PER SEPARATE ARCHITECTURAL PLANS. \
ii U i
111111
IiI&

;
50 . ,5
26 CONST. RET.WALL W/ 4' RAILING PER SEPARATE STRUCT. PLANS \
,---' ,,,,---''�-,,-'
'
,----.
\\
~
``
w
0 FS
; '
; ���
'�- --
-
27 CONSTRUCT RAISED PLANTER WALLS PER SEP. ARCH. PLANS
i0
I
I I
_
` `�:\.
\
to o
o
^1
rn
,-
03 to
N\
II
,,
'/
/.„.
/'
•
IISISSIB 'n
\
Sin
o G�3
\_
III
-
503.35
•-
/
'�
__V
___- '"�� '�-�/ _ CONSTRUCT 1 -FT WIDE V -GUTTER
- �'; //'-',�''
//--'""" -_--'
i

%� - ✓ ` '' CONSTRUCT METAL -BEAM GUARDRAIL.
tr
i,
rI
i-
0 0 0�LP
a; cj-i
`�,
501.95
�G1��'
II
`�I
i•i
I11" rdi
I
�, ,�
/
//'
__ ------- , -' --' - -' -- -' _- --- cp CONSTRUCT 3" COBBLE RIP -RAP W/ SOLID GROUT. ll
--
503.35
--
cP i
,J
,
li
,
® a
\\\
I
--- -' '' ;,_- '
``
II
_/ _------' __- __-------' - --------
---- -_---',_-----'" ____---" _ __---'" ___- ,__ _--

I
503.35
:�
At
1 III
0 I I
ll
Ell
_-------
------- - - -_- - - - - - - - -
- - - - — - --- - - - - --- - - -
- - - -
-- -_-_-_-_- -- -"-___-:-_-::::;_;:::::::::7--_-"_----::::-.7-_-_::::.---- -_- ------ -::::---7::.---1 k
,\
__,---/
c
i
0 --- ____ ____________________________________ ____
- -
Lam
__-
--- _--
--- - - -- _ ___ _--- -- ----- - ---- ---- - -- -- - -- 1 0 4 I
\N
•g
CI)
_
® cry
-
__-
I
____
---------- -- ---' ' _-
';,-''� '_____ j
-f
_
____ : __:-- __ __:= _ __-----_______ -__ _ _,---"____;" PROP.
'---
--
_
__--
--
'--
-'-_-- ---= _
'--___-''-'
PARCEL
--
-----'�"-
'�
- ____'-----
--

- % =- - -- ''

% '
- _---'-' -- - ---'_" -----""-_ _-. ---'"" GRAPHIC SCALE: 1 INCH = 20 FT

LINE
Illiengw;
Q
11 ll ■■�
i`1
I'����

"-

-'
_ - -'
" - -___ __- -_z_- ----- ____/ ='
�- '
-,-;--_-_.--,:----5:_-_-_--__,-_-__________- _-, A ---- -- ��- _- : �- =- - ---------= -- --------_' __-----' "; -- " -----''-_ rit, , 20
-
___
--------
----"' -
___
- --' -'
_
-_
_________-_-______-__
_-______-____:::_ ------- _-___

PO
,,�
c0
cv
wi
o
.

L
- - 'I
•\
�.
\�\`, \\\
-\ue _�:
500.62
TG
— w
i�
�� ��
\\
',
�`,`�•, a. %��� '
__ ----"
/
�,�
to
- "..- .>,
SEE SHEET 12
KEYMAP

NOT TO SCALE
DHGALIRr'
BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST 130FT W OF BEAUMONT AV 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29
16 0 S . Old Springs Road
Suite 210
_ Anaheim HI SS, CA 92808
SEAL
DESIGN BY:

BEV,
Pat ��—�
awn
,; All'
FPI _
' l7' ++
- y,
Reviewed By. Date:

CITY OF BEAUMONT CALIFORNIA
SHEET
8 OF 15 SHEETS
Staff Engineer
Recommended
for Approval By: Date:

CONCEPTUAL
OAK

LOT LINE

SEC INTERSTATE

GRADING

VALLEY VILLAGE

ADJUSTMENT
10 AND OAK
PLANS FOR:

No. 25—

VALLEY PARKWAY
DRAWN BY: •
�'
W
s
QR0FESS/ ,� '
��� ,i4 • ,,
S'K F
=P FA
o
°
046216
Exp. 12-31-2026 II
qT CIVIL �
F CA
Z
x)
CHECKED BY:
11 \
Call 2 Working Days
g r No.

Before You Dig!
8 11
Administrative Engineer
g
Approved By. Date:
a
■��► 714-685-6860
SCALE:

Civil Engineering/Land Surveying/Land Planning
-/
NO:

City Engineer/Director of Public Works
DATE:

BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION Beaumont, CA 92223
TEL: (951) 769-8520 FAX; (951) 769-8526

GRADING
JOB NUMBER:

RONALD W. SKLEPK0 R.C.E. C46216 DATE

ENGINEER

REVISIONS
CITY
T
0 >1
- t
O
o
—Jc
H tt
�c
o c
co
C
\wiI
oo
u
t1'
a
cn
cy
C
tnC
6 N
o`
c
trvi
N C
to
IZ C
a t
NI
0 •
UI C
(/)
I- C
L tl
OU
O
3) I -
U (/
co
c
N -
-t
c
oc
r:nr.

U c
to
t.) C
ooC
N
o"
a
CO c
Nom,
of
tou
r.")
N
F-
O
U t
v t
I.n
M o
M('JrLt
a
N
z
W
W
Li
N
C
C
C

Page 946 of 2775 ends

SEE SHEET 5 CONSTRUCTION NOTES
O CONSTRUCT 6" PCC CURB ONLY PER SPPWC STD. 120-2,
-
�I
TYPE Al -6.
0 / /
/ / / :
,/ /e.,r
©
� '
'
1 ''
'' / 502,53// F '
/' ;
Ft
2:1
;I
_ _
�' ,// /'
/ /' /' ,/ /'/
2 CONSTRUCT 6" PCC CURB & 18" GUTTER PER SPPWC STD.
// ''
0 �'
/ / /' / /' /' / / / /
/ // / / / /' / '
cv
521'8V

: �'71 . FS
501.85,FS, /
/'
/�� `\
I /
-'' 1 ,/ 502.29 TC
501.91'FS
`\
/j9
/ /
I I ; 13 INSTALL GRATED INLET CATCH BASIN PER STORM DRAIN PLAN. '' \ X02.46 TC �'
/' ; ,''�
50 TC'���/"
502.9
PROP. PARCEL LINE \
1 501.79 FS
�Y�
g
,�S
,' ,
,�
���
/
�° 502.18 TC
.56
>>
I
\ , / LOCAL DEPRESSION PER SPPWC STD. 313-1, CASE F, WHEN 501.96 FS ; /
�'
/ '
9 50 06 FS
�`
FG
I
► \ I
``
�;
,,
/
t� 501.68 FS
' ADJACENT TO CURB.
-

/
/
I I 14 INSTALL CURB INLET CATCH BASIN PER STORM DRAIN PLAN. --
y,-� ��-� ,• ,,
\, /
/ ; / / / /
°
505.1
LOCAL DEPRESSION PER SPPWC STD. 313-1, CASE E.
,/ ,� ,�
,/ ,/
�
503.8 FL /
`
FG

7. '' ''
/
'
'
% / ; % ' /z-,__.' 4
4 i
N
-- N..
; ,%
%
, ,'
502 1

,
,
,,''/' ,,-''
,,'
/T'
il
-
I
15 INSTALL TRENCH DRAIN
I \
\
0 0
502.72 \TC
502.72 TC
o
o' 1\
I '"
'S /
'
•'
5 81 TC
I I I
I• \ 16 CONSTRUCT TRASH ENCLOSURE PER SEPARATE ARCHITECTURAL In
502.75 TC \n
gin,` /

2.7 !✓
/
y2. TC 502.95 TC
1 502.80 TC 502.81 TC
502.86 TC
I
I 1 `\ \ PLANS.
502.22 FS
502.22 FS 1
, /
,''
, -
0- .95 TC , �, ;
S e, ., F� .. -
20 ' 5031
FS
' \
I
502.25 FS ' \ 1 ,

2.25 rS '
a('� :

S 502.45 FS
5i
!1
i) FS
502.31 FS
502.36 FS
/
/ \

,
+� 45 F�3
/ ,
. / / /
20 /�1
I
I /�
Q
1 Q
,._�
1!
TC
�_ 504.3
'
I
`, 17 CONSTRUCT TRUCK DOCKS PER SEPARATE ARCHITECTURAL
Q ;
20 / \ \`, .t,\\ ,/
'�
g„�,

o
I
I 503.5 FL ; j
LJ
/
, ,/ ' �� \``\_ )
�, ' %�
% ! �:.�...' F ' `\,
"'�
FG
�.\\ PLANS.
,'
,' .�,_�;
g
.'
_
��
i �
'
_
\502.81
,' ' i ••. , `� `i •. ' ,
20 '0%/
' p •, / ,.,. y
502.80 TC 503.10 TC
/eO�LsooOsssOss��s����00����r�►ss— 502.92 TC 1.0% 1.7% 502.80 IC/ ; �!
"'�'
°'
502.81 TC .
��
'' ��
/ '' .SO B1 TC / - �' .-- 50 :81 \
P031.6 TC'
/7
'
e 1 �P'_.�'
TC
°
502.30 FS 502.60 FS
/ `\ 1 18 CONSTRUCT SCOUR WALL PER SEPARATE STRUCTURAL PLANS. ' �> ��:
�1�3�
/'
T
` ' �.s _.__ _ _i�,
502.42 FS 502.95 TC 502.30 FS
/ , 1
cV
c.i
1 I
502.81 TC 502.31 FS
50 :81 TC 502.87 F�' HP `"

502:66/ �S'
'
%' = r'T ^ a'� r'F' ^'+'e r +� r 00 �► O f��
; - • • •
FS
0 1 503.73 TC
502.31 FS
3{ FS'
2, 2
�'
, SS
� 502.56 502.48
/ \
Ln Lo
502.47 FS HP
542.,31 F/ , \\`�
3 „�, ,,
,.
/ \ - ,'
•siss60000e000000ri0000�►00000,
\ HP / FS 502.69 FS
, 19 CONSTRUCT SLOPE -PROTECTION CONCRETE PER SEPARATE
PROP. I
,
- —
—
— —
—a
,- ,-'' Z
— �. — -/- - — �--
_- /
- \+-�-}- �'
000 s 000 c s
- �—
STRUCTURAL PLANS.
00 o
4" .-
CF 0
/ ..___,
f

► - -+: ;>
GRADED / \ /
503.00 N
.-- ,'
,,
/ ,/ °
, ,' 503.00 TC_,/ / 4
.;�
, ; : _ �, ' ,
�r
�C������'�000000 OC�2 s wo006133.00
TC 502.67 29
;
f
(% 1®
SWALE
1(-,! JC
503.00 TC� -'
'' ""X03'
_
TE
\ `-- 1
F
,�
I
502.67 FL 502.67 FL
-'
.'' ,''
'' %�''
502.6,7'�S -,-1\\
- -' '''g02:6T

'' : ' /%,% -
7 �hc02�97i�t•sOO�,�o OOc� s�r

0. 67 L / �`�� 502. • : TC �I
•O
503.10 TC
1 ; \ ; 20 INSTALL LANDSCAPING PER SEPARATE LANDSCAPE PLANS. \\
W
-' -,
, ,,• /-
/ ,'' ,,- ,-- \\ , Ny,
7 , ,,' 7 ' i' / �,
•
,\ I1'
0000000/0 00 0000000
21 / 1.0% `\ 502.1.
�
\ TRANSITION.
' I
,- ;
/ 27 - 2
I
,/2
. U U
-
0 502.3 FL
1 I
/� �,/-'
�� ,/- ; ; 1
/'
�-U
_
- --��
- 2%
-
I I
I \ 22 CONSTRUCT 4" ROLLED CURB TO 6" CURB TRANSITION.
'^
`
4 }
•
rn
502.9
\
- Z7-22/,/,'-'--
; /

502.9a� I TC
\ \ \
W
/- ,- - —
503.35 "
— , ,'
-
,, /
503.35
0 502.61 TC
FG
\ , `
I
,-' ,- ,�
- - -' ,-"-,,,-;-,-:,-;;;;,/
,-

I
502.65 FS
`. \ 23 CONSTRUCT DEEPENED FOOTING PER SEPARATE STRUCTURAL I
0 FS \ 4 ,--
,% / /,,,,-,,,,,,,,-,/ '//--0------
I
503.35
r
I
I
502.11 FS
\\...

PLANS.
,,.- ,,� ,, /,-'
W
FS
\
I
,5\
V,
���b2 -'\-'',,. ''
/ --- n
11L J"
503.35
N
'-,,\
`\
.\,\ 24 CONSTRUCT STEM WALLS PER SEPARATE STRUCTURAL PLANS.

Z/-'',,,-'' ,/-'� ,-'
/
}
I
13 _ ,
+
FS
`\

02.38 TC
I
\`\
_--
-, - ,,
. [[
w
I
/
503.25
0 I
I
- " G--'7
% ► ;.
503.35
�
X
X88 FS
`, \ `\ 25 INSTALL MONUMENT SIGN PER SEPARATE ARCHITECTURAL PLANS. --
.- �' ,, ' ,, ' ,�\ ,�
ME
�[��

\
-
.7 - _�r ,-' S 2• "-' - 7' -'
w
\
•'�®'� �
\
_, /'
/�

01.88 TC
\ \ -�. „
`��
-
/' `� \
\
/ ,:
`13 500.85
'

01.38 FS
I
\ \
`\
'
_ _ .�
; .
502.2
�` '`.`
�'_
��-----1-'' �
; I
• .• -- -_
• •
FS
FG
I
I /''
��.
a t
• •
•
. , / ,
•
)
/
II
i I 1
•-__ ----
-- --......._ t_ 1
\\\---- ; '/ ; '�---' ,
`\ •

;
1 I 501.2 FL \\ ----
,�,- sa ; \ .
\ ; '' ,% /
I
1 502.5
I
`�^` — a `` '' .

SEE SHEET 13
KEYMAP

NOT TO SCALE

DHGALITZ-'
BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST, 130FT W OF BEAUMONT AV, 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29
160 S. Old Springs Road
Suite 210
_ Anaheim Hills, CA 92808
SEAL
DESIGN BY:
,,
��—�
-
I ,
� -"
++ '!
- y,
Reviewed By. Date:

CITY OF BEAUMONT CALIFORNIA
SHEET
9 OF 15 SHEETS
Staff Engineer
Recommended
for Approval By: Date:

CONCEPTUAL
OAK

LOT LINE

SEC INTERSTATE

GRADING

VALLEY VILLAGE

ADJUSTMENT
10 AND OAK
PLANS FOR:

No. 25—

VALLEY PARKWAY
DRAWN BY:
���
�'
W
/r
*
oQR0FESS/qA,� '

W S'K F
=P FA
o
,x
C4620
Exp. 12-31-2026
qT CIVIL
F CAO
Z
*
CHECKED BY:

11 l�
\
_-
Call 2 Working Days
g r No.

Before You Dig!
811
Administrative Engineer
g
Approved By. Date:
a
n-' 714-685-6860
SCALE:

Civil Engineering/Land Surveying/Land Planning
-/
FILE NO:

City Engineer/Director of Public Works
DATE:

BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION Beaumont, CA 92223
TEL: (951) 769-8520 FAX 951 769-8526
c)

GRADING
JOB NUMBER:

RONALD W. SKLEPK0 R.C.E. C46216 DATE

ENGINEER

REVISIONS
CITY
T �
0 >
Yt
O �
o c
JI
HL(
�n c
co
r)
N .
o<
wz
�c
co
r) a
N
� 7
w
a
U)
Q
Lc) C
o
03 N
O
to • a
ao�
r,�
N c
IzC
a t
NI
0 -
UI C
(/)
3 C
L �l
O U
0 'I -
U
co
N -
c
3 *' r
rn
co
I�
r) C
C
N
If
Or`
a
4-* r
to
r-'
a)
r) C
N
3 v
▪ Q
co
r) c
N
F
O
U t
O
In C
Q
0II
M r
N
a
N r
w C
0 Z
w C
c
w�
�,
w4
J L,
z-.
wLI
wG

Page 947 of 2775 ends

SEE SHEET 6
ROP. RETAINING

ALL FOOTING TO BE

LEAR OF SEWER

ASEMENT
SEAL
DESIGN BY:
i i•�AeAirA WwA '�'+ ��•+r'
•
A�i�� � �i
�nia��i�'1r���A!='•i �i��•'A$�lA�i��AS�A'�''/,'/
��n� � •�� ''��ilis� ►'.;• � � n �iwai-.�A�i� A ._•'A�w..-vim ������w ;�� ��n.'I��I�•A�%�L:1'�i— ���'� __-_ � �A CAA �A��ji'ilwA�s�►��Ai► �A���wta�'ir�-;- ��A���At��RA�!R �w►�w��Ai�wA��l�- ����`�f��� _�__rit- � - ' AA�jA� !s!� w ��►i�►+�ji��� s•�•'ii� s�`� AA�•�A! s•'�A� �!vj��ri�._—Ai--�// _��j��� - --- -__- �A � ►s E
o
O C
IC
J
HL(
to c
Ln
r)
0r
r) C
N .
o`
c
oo
r) a
N
C
LU
a
U)
aF
Ln C
r) o
oo
N
O
C
v-
to a
00c
`mac
QC
a
v `
o
U .

IC
N
3 C
L LI
O U
0 'Er)F
U
r) -
co
r) C
N
Z
C
o C
r
rn
U
1 -
C')
c C
N
Lf
O r
a
+. r
n c
r)
co
N
If
r
a
c%i r
w C
z"
w c
we
LL
J L,
Q
z
o!
LI
wG
23835at1 01
23835mac101

Page 948 of 2775 ends

SEE SHEET 7
-
�i
T
T — — !; T
T

— —
`
-- --- ----�
XX

CONSTRUCTION NOTES
rt
;
o
w
\+1
\\�
X 24
N
!�
1!
8g I
X�X X I
/
r,
-
o C CONSTRUCT 6" PCC CURB ONLY PER SPPWC STD. 120-2,
!
,
M
! \
v
!(
%! 497.29 TC
�;
/' \� oi
�x�
5 TYPE A1-6.
w
13 �i
I
--
\492.71 INV
:.�� F��
O CONSTRUCT 6" PCC CURB & 18" GUTTER PER SPPWC STD.
c�
�
497.00 TG
�
_
--

13 0493.00
120-2, TYPE A2-6. W=18".
w
INV
`\\
11 '
0' SW
•
/'\\\
I
`. 500.37
�,'
499.30

0.6 SW
+
\
)
�''
.�
��
'll
, I I I
y
FS
� FS
.♦
03 CONSTRUCT 3' LONGITUDINAL GUTTER PER MODIFIED SPPWC
\\
/
wi, w
t
1/4
%�
.
�`\
STD. 122-2.
1/4
/'
,%
/�
1 17
\♦\`\
,/
`\\\`\
' J
%/
8 �'�`\
y
495.8E 15
t�r�
;'
,
;.;.;�;

6.9%
04 CONSTRUCT 4" THICK PCC SIDEWALK COUNTY OF RIVERSIDE
~
w
``
497.80
' '
t� /
`` ----`-
;�;�;�
500.37
STD. 401.
497.80

/
FS
2 1/4
/
\\

`�,\\
+\
O CONSTRUCT 0 PCC CURB PER MODIFIED SPPWC STD. 122-2.
03 an
I
_FS
o
497
9 T•
I
\
BACK
•
\
`\
.
\\\
I
-
1• !'\
GENE
' u.�
30 496
!
`,\
/'
'`\,
\
20 `\\
I
FS
O CONSTRUCT 0" FLUSH RIBBON CURB.

O > tr��
..
%
1 p CONSTRUCT ADA ACCESSS/PCC CURB RAMP WITH TRUNCATED
+ x.39
�"
I_
DOMES; RAMP PER SPPWC. STD. 111-5.
�
f
•� cr)

o,
�'
11 INSTALL TRUNCATED DOMES PER SPPWC STD. 111-5.
_ ��w
�
,�lft
;'
�_
497.93 TC
�� �
�
��
® ' �
,
l;
/ 497.43 FL
fa ��
Es ,
HP
.\.4%,
12 CONSTRUCT RETAINING WALL PER SPPWC STD. 618-3, TYPE B. 0 ELEVATIONS PER PLAN.
�.� —
',I
��
��
A�
n
1 ��
w^
I
13 INSTALL GRATED INLET CATCH BASIN PERSTORMDRAIN PLAN. �/
a �1,� �`//j.��,����!��
;►..: Q'���^�`
++ �- �,,- �'
�.�I,• . 498.0
�,
�'
O �
���
i ���I► �
I
• �,•� 0. �I FG
r��
I
497.83
T
!�j
\
,
©
I
��
a
LOCAL DEPRESSION PER SPPWC STD. 313 1, CASE F, WHEN
�3 \� ADJACENT TO CURB.
�3
i= ��-A�
' •. •.�..
-xc / ,,
•.IA. hii., I ih. oy
,"
499
I S8 '1�
• 1
499 �� 14 INSTALL CURB INLET CATCH BASIN PER STORM DRAIN PLAN. 9908
I_: I: �� �.
� ,
_ — — — I
f,
�,
��
�
CC �/
D1 KSr-t1 f".0001.°
. '' ��

,---e LOCAL DEPRESSION PER SPPWC STD. 313-1, CASE E.
—
' iisi
4996 ®
kire_-- '--
3 %�I OOV �
`
Y
/I3
• -� • i_•r-v
- � '� •
�_ 20
- - - \♦`
15 INSTALL TRENCH DRAIN
`VIA ♦♦ 16 CONSTRUCT TRASH ENCLOSURE PER SEPARATE ARCHITECTURAL 0 1 \ ,,� ,- ---
OP -`
------.- I ` a . —
PLANS.
498.8
\_ ,, _ _
—
■
_ . ERM
;woo. -� = _ ; ; ( �� ++� `\\ `\_ — - �, - - - _ '-` -
I '- --'- _, -_ ; , I/ . \, \, _, \, , - _ -1--____
— - - !, F 20 17 CONSTRUCT TRUCK DOCKS PER SEPARATE ARCHITECTURAL ` PLANS.
- - -
-----____/
0/„.:

O 1/4

7.- .--___----------
- - -----' -- ---

CONSTRUCT SCOUR WALL PER SEPARATE STRUCTURAL PLANS
-- tiate
\„
\
\\�� \\`2.-----'��
``�'`-__
- - - --- ---------------- --
- ��'
__ _-_- 7.-=-- -- -' -� ___ `., ---- 1 ' _ _ _
, ,` '________ ___________�� ',♦, ; �,
-� . ` �, _--________------_-_----/ `/ ``- \\
` SLOPE -PROTECTION CONCRETE PER SEPARATE
19 CONSTRUCT SLOPE P
4i'�_A, STRUCTURAL PLANS.

III -'-------------'''
__ ------- ---------- ----- `_`_ - '�-` - -- -
`` �/
- - _-- --
�� -----'� ��'---__ �'' -_ �'
_-- __ _ - ------ -" - - - -__, ___-- __,\ - - ,�' �
- - � \` � PROP. PARCEL LINE - -`\ '`
\\ WATER SURFACE - -_ -•
_ - 4� 100-YR -__, -----1--_-___2.,---,_::-.,::--____:1---________:--„____ vl _ _ -�; '}}�
-- ��f \ `��__� _` \\\\ _ _ ---(487
_-( I s'...,
\
W \\ �''`\ \, 7' _ �i/��� \`.
1/4
\\\ \ --'-- , .,\\
\\
\---_-_ 11 I N., .
♦\\ ; ; - `, _____
\`\ `\ `\ 1/4
-- PER SEPARATE LANDSCAPE PLANS.
,, - - -1- // i 20 INSTALL LANDSCAPING
-
'�\ - - - 21 CONSTRUCT 0" FLUSH RIBBON CURB TO 4" ROLLED CURB __ , `\ - - - Cam\ 0 TRANSITION.
__ _-------_-_ - `_-_�`` \` _ _ -�I
' --_ _-_=_=_'--__�''` ` \�'`.,'`� __ 22 CONSTRUCT 4" ROLLED CURB TO 6" CURB TRANSITION. _ , _____-__---- 23 CONSTRUCT DEEPENED FOOTING PER SEPARATE STRUCTURAL -__-_-- PLANS.
24 CONSTRUCT STEM WALLS PER SEPARATE STRUCTURAL PLANS.
.. 25 INSTALL MONUMENT SIGN PER SEPARATE ARCHITECTURAL PLANS. `\ \\\ 26 CONST. RET.WALL W/ 4' RAILING PER SEPARATE STRUCT. PLANS 27 CONSTRUCT RAISED PLANTER WALLS PER SEP. ARCH. PLANS
/ �
\, / --_ i/' \\______
` \\ \\
\\ \ / /
-, \\ \\ % \
\``\ \ / \`
%
1 \ 1/4----
\1/4 .,,,,,,, \
\\\ -mac\\\---
28 CONSTRUCT 1 -FT WIDE V -GUTTER
/- ,- ,- 2g CONSTRUCT METAL -BEAM GUARDRAIL.
/
/ 30 CONSTRUCT 3" COBBLE RIP -RAP W/ SOLID GROUT.
/
I

%
\` ,\
\
1/4 1/4
;--
,,NOBL
.. \,____:,
__ ,,,
,, ,, ,, ---
,/
,,
d
,..
________---
...... .... ,...,_:__
'
4i®
,,,
,CR
_____,,_,
6 „,_--------
I
\- \
'•,,,,,,
li
, .__-, /
` -_-- `--'
,____
\
�'
1111'1
_-
`
-.
.. .....,--_K
`
-
I
9 :
__-(Din
\ ii /
1 -\ \ _--� :: / /
,
I / ,.1`
. V
/
- -`�,
l ,-' ---- -- GRAPHIC SCALE: 1 INCH = 2O FT
�� �`� a. , ,, -- .. -
KEYMAP

NOT TO SCALE

DHGALITZ'
��.�.

BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST, 130FT W OF BEAUMONT AV, 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29
160 S. Old Springs Road
Suite 210
_ Anaheim Hills, CA 92808
SEAL
DESIGN BY:
,,
��-�
'�
Reviewed By. Date:

CITY OF BEAUMONT CALIFORNIA
SHEET
11 OF 1Jr SHEETS
Staff Engineer
Recommended
for Approval By: Date:

CONCEPTUAL
OAK

LOT LINE

SEC INTERSTATE

GRADING

VALLEY VILLAGE

ADJUSTMENT
10 AND OAK
PLANS FOR:

No. 25—

VALLEY PARKWAY
DRAWN BY:
k,
�'
W
*
oQtzoFEssic

1., W S'K F
=P FA
o
C4620
Exp. 12-31-2026
qT OIVIL ��
'O AO
F CA
Z
�,
*
CHECKED BY:
�•
11 l�
\
Call 2 Working Days
s r No.

Before You Dig!
8 11
Administrative Engineer
g
Approved By. Date:
ri
■-w 714-685-6860
SCALE:
, ;
�
fftitNC
- y,
Civil Engineering/Land Surveying/Land Planning
-/
FILE NO:

City Engineer/Director of Public Works
DATE:

BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526

GRADING
JOB NUMBER:

RONALD W. SKLEPKO R.C.E. C46216 DATE

ENGINEER

REVISIONS
CITY
O
O
73O -
to U U
to
co
h7 C
N -
-t
C
o c
co F.

U c
10 -
F.)
oo
N
u
o"
t,
co C
Nom,
of
v t
co
� t
M t
N
E -
O
U C
LE
f
too
M
('Jrtx
(n K
C
QA\/CP1 (1II•
Z
w�
C
w�
LI-.
w4
-J V
hi 2
z-
1— I'
wLi

Page 949 of 2775 ends

CONSTRUCTION NOTES
SEE SHEET 8 O CONSTRUCT 6" PCC CURB ONLY PER SPPWC STD. 120-2, TYPE A1-6.
_____
-- ____-_--
>
--
.
,
---�__�
I
I 503.3,
>:
\` `•
\\\
� \ \\•
_
N
i
•
-
v \ \\
U& 18 GUTTER PER SPPWC STD501.57
-TG'
--
--- I `.\\
fr-i__--Tt
`
>
1�;
�;
�

iiIIII
-�
120-2, TYPE A2-6. W12
`, \ `, `,
�/
500.62
TG®
-� W
\`,
\`\\ \\ ‘`,
__-----'-
Ir��
-
�.-

\\ \ 3 CONSTRUCT 3' LONGITUDINAL GUTTER PER MODIFIED SPPWC -
.\• .\
*billLl
STD. 122-2.
g�_
503.35
,
CT 4 COUNTY OF RIVERSIDE
tr) 502.6
�. X
-`- `
`\\ \`� O
,
I

0.9' DF
,_
\\ STD. 401.
�
`•
::C::::::1
-NOVAS,
Reviewed By. Date:

CITY OF BEAUMONT CALIFORNIA

S H E E T
12 OF 15SHEETS
Staff Engineer
Recommended
for Approval By: Date:

CONCEPTUAL
OAK

LOT LINE

SEC INTERSTATE

GRADING

VALLEY VILLAGE

ADJUSTMENT
10 AND OAK
PLANS FOR:
_
No. 25

VALLEY PARKWAY
DRAWN BY:
k`���`.�
c;
W
ix SCALE:
s
oQROFEssic
w I F1,
=P `�-0
o
No. C46216°
Exp. 12-31-2026
qT OI VIL
F c AO
�,
m

CHECKED BY:

Call 2 Working Days
C g r
Before You Dig!
811
Administrative Engineer
Approved By. Date:
a
.

■��► �� 714 - 6 8 5 - 6 8 6 0
Civil Engineering/Land Surveying/Land Planning
-/
FILE NO:

City Engineer/Director of Public Works
DATE:

BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION Beaumont, CA 92223
TEL (951) 769-8520 FAX 951 769-8526
c)

GRADING
JOB NUMBER:

RONALD W. SKLEPK0 R.C.E. C46216 DATE

ENGINEER

REVISIONS
CITY
T �
0 > i
oLf
o c
Ic
I— LI
t/nc
to c
coC
r')C
co
r') 0
C
S_
W
-,--,
C
tY
<
C
r) -
co
N• I
O • C
• C
0'
Ln
N
o_
0 cn
•
o
UI c
• C
O
Cr)F
U (/
-
CO
r7 c
N
C
0 C
s-CY
Ln
co
N
LI
r
a
• r
Ln c
co C
r
N
c
F-
Lr
r
a
23835at101
23835mac101

Page 950 of 2775 ends

CONSTRUCTION NOTES
/ / / 1' I / %
/ ,/ // / I / I / d
I /
1' / 1
I 1 1
/ I I ,
/ r / 1 / I
/ / I! ' I / ' /
/ / / , I I / 1
/ / / / / / /
I / I I 1 / /
/// /// /
/ / / I / / /
/ /I, I, / /
1//, 1 / / / /
/ / 1 !
/ / / / I I
;�,/ /'/ //
I I 1
// /� / I /I 1/
/ / / / / 1
/ // / / I
//' / I
/ /; /
/ 1
/// // �/
// /
503.14
503.30
071/4
--------------------------
-------------------------
-------------------------
---------------------------
-- -----..
•
- `•
---------------------------------
503.35 FS
503.35
503.34 .C''
502.84, Ft P -'/
•
•
•
•
•
•
•
Ell Lob
503.35 -TC _
502.85 FS
502.85
FS
502.91 TC----------- --
502.41 FL 1.0%
PROP. PARCEL LINE
MIM
502.95 TC
502.45 FS
502:35TC
SEE SHEET 9
503.0
FG
2%
501.2 FL
��- PROP. PARCEL LINE
\
PROP.

GRADED
S
500.2 FL
(501.5)
FG
\ \
�- -- \ _--
(500.0) (501)
---� ---\L FG
499.8 FL i
500.68 TG
501.20 TC
500.70 FS
501.83 C
501.3 FL

2.0%
497.3 FL
/
/
//
/
/
,
/ /
.' ,
/ /
\ \ ♦ r'�/ I IYJ
--------
_-\\
•
I `♦ '
/ ♦ '
/ \_ /
/ /
♦`\
•
•

NOBLE CREEK
J
♦ \\
\\\\ \\\\ \\\ \ 1
N
.\ \\
�\ \\ ,\ ` `
/
/
/
1 \ \
�\ \
\\N \ \
,\\ •\\\\` ♦♦\ ♦♦\ •
\\
\\ \\\\\ \\ \ \
N , \
•
\
\
N.
,
WALE
N
N
`\•
•
•
•
•
•
•
•
\
100-YR WATER SURFACE
•
-__a'` - - --_
------------------------
------------
/
/
•
• ♦
•
♦
•
•
•
•
,
/
\
•
\
\
•
\
\
\
\
♦
♦
.\\\ ,\\\
\ \
'_ \\-_
•
•
\
\
\
•
\♦-----
I
,
•
•
\
•
•
,
•
1 • \•
•\
1 \
1 \
\
\
•
•
•
•
•
---------------
•
•
•
•
--1
/
-- 1
•
•
r
1 1
1 •
•
I
\
1 1
1 1
•
•
•
\
\
`\\ •
\ /
\ /
\, •
---
/
1 1
•
•
•
•
/
1 •
\
\
\
•
•
\♦
\
\
•
•

/
N/
Ls
•
•
•
O
0 0
0 O
O
O
10 11
12 13
14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 CONSTRUCT 6" PCC CURB ONLY PER SPPWC STD. 120-2,
TYPE A1-6.

CONSTRUCT 6" PCC CURB Sc 18" GUTTER PER SPPWC STD.
120-2, TYPE A2-6. W=18".

CONSTRUCT 3' LONGITUDINAL GUTTER PER MODIFIED SPPWC
STD. 122-2.

CONSTRUCT 4" THICK PCC SIDEWALK COUNTY OF RIVERSIDE
STD. 401.

CONSTRUCT 0" PCC CURB PER MODIFIED SPPWC STD. 122-2.

CONSTRUCT 0" FLUSH RIBBON CURB.

CONSTRUCT 4" ROLLED CURB.

CONSTRUCT ASPHALT CONCRETE AND BASE PER SOILS REPORT.

CONSTRUCT PCC PAVEMENT PER SOILS REPORT.

CONSTRUCT ADA ACCESSS/PCC CURB RAMP WITH TRUNCATED
DOMES; RAMP PER SPPWC. STD. 111-5.

INSTALL TRUNCATED DOMES PER SPPWC STD. 111-5.

CONSTRUCT RETAINING WALL PER SPPWC STD. 618-3, TYPE B.

ELEVATIONS PER PLAN.

INSTALL GRATED INLET CATCH BASIN PER STORM DRAIN PLAN.

LOCAL DEPRESSION PER SPPWC STD. 313-1, CASE F, WHEN
ADJACENT TO CURB.

INSTALL CURB INLET CATCH BASIN PER STORM DRAIN PLAN.

LOCAL DEPRESSION PER SPPWC STD. 313-1, CASE E.

INSTALL TRENCH DRAIN

CONSTRUCT TRASH ENCLOSURE PER SEPARATE ARCHITECTURAL
PLANS.

CONSTRUCT TRUCK DOCKS PER SEPARATE ARCHITECTURAL
PLANS.

CONSTRUCT SCOUR WALL PER SEPARATE STRUCTURAL PLANS.

CONSTRUCT SLOPE -PROTECTION CONCRETE PER SEPARATE
STRUCTURAL PLANS.

INSTALL LANDSCAPING PER SEPARATE LANDSCAPE PLANS.

CONSTRUCT 0" FLUSH RIBBON CURB TO 4" ROLLED CURB
TRANSITION.

CONSTRUCT 4" ROLLED CURB TO 6" CURB TRANSITION.

CONSTRUCT DEEPENED FOOTING PER SEPARATE STRUCTURAL
PLANS.

CONSTRUCT STEM WALLS PER SEPARATE STRUCTURAL PLANS.

INSTALL MONUMENT SIGN PER SEPARATE ARCHITECTURAL PLANS.

CONST. RET.WALL W/ 4' RAILING PER SEPARATE STRUCT. PLANS CONSTRUCT RAISED PLANTER WALLS PER SEP. ARCH. PLANS
CONSTRUCT 1 -FT WIDE V -GUTTER
CONSTRUCT METAL -BEAM GUARDRAIL.

CONSTRUCT 3" COBBLE RIP -RAP W/ SOLID GROUT.
20 ' 10 ' 0'
20' 40'
GRAPHIC SCALE: 1 INCH = 20 FT
KEYMAP

NOT TO SCALE
DEALU'
Cali 2 Working Days
Before You Dig!
811
BENCHMARK:

BM No. C-3-1—1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. Sc
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29

BY MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
•
160 S. Old Springs Road
Suite 210
Anaheim Hills, CA 92808
714-685-6860
Civil Engineering/Land Surveying/Land Planning
RONALD W. SKLEPK0
R.C.E. C46216
DATE
SEAL
No. C46216°
Exp. 12-31-2026
DESIGN BY:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

JOB NUMBER:

Reviewed By: Date:

Staff Engineer
Recommended
for Approval By Date:

Administrative Engineer
Approved By Date:

City Engineer/Director of Public Works

CITY OF BEAUMONT, CALIFORNIA

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
ENGINEERING GivisioN
550E. 6th St
Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526
CONCEPTUAL GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT No. 25 -
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
13 OF 15 SHEETS
FILE NO:

GRADING
0 0 II
co
C
ifs
CN
Ct
can a-
Ln
o
C
77)
co
o
Ln
ro
co c
ro
a
Lt
a
23835at101
23835mac101
LLI
LLI
LI-
CC
LI La

Page 951 of 2775 ends

EX.

PROPERTY LINE
EX. R/W
1-10
FWY.

OFF -RAMP
33'± EX. CALTRANS DITCH

TO BE PROTECTED -IN -PLACE
30' CITY OF BEAUMONT

SEWER EASEMENT
VARIES
(3:1 MA
I I —III —I 11=111=n,=
-III,;II_I111111111111�1111--=�''--
EX. R/W
J
U-
X
5'±-10'± I

V ARIES
MA
PR. 4 -FT RAILING -N.

EX. GROUND
75'
7111=111=111=111=111=111= i 1X ,; ,-
19' PARKING STALLS
26' DRIVE AISLE
19' PARKING STALLS
VARIES
3' MIN. LANDSCAPE
2% MIN.

PR. 6" CURB
Fl 1

SECTION A
N.T.S.

4. EX. PCC
EX. R/W
75'
EX. AC/AB
11' SAWCUT
JOIN EXIST.

14.5'
MEDIAN
PR. 3' GUTTER
I l -1 I 1 DTI=1 I 11=1I rl11-
11111111111 rnJ l III=111
64'
PR. 6" CURB
8'

SIDEWALK

1.5%
EX. R/W
MAJOR 3
495.00 FF
PR. R/W
55'
9' CITY

DEDICATION
EX. EDGE OF

PAVEMENT
2%
U
EX. FG
6' PR. SDWK
PR.

PR. 8" C&G -
PR. AC/AB
I� o -

SECTION B
RIVERSIDE COUNTY STD. 91 (MODIFIED URBAN ARTERIAL HIGHWAY) N.T.S.
69'
8 9'

LANDSCAPE
12'
55'
64'
EX. PR.

R/W R/W

5.5' t
SDWK

2.2'
PR. 6' 7 C'
SCREEN
WALL � .� c° 3.5% MAX
TOP OF ----"A

RET WALL
CO
c

1.5%
PAD A
495.70 FF L.

U
\-PR. AC/AB
PR. RET. WALL

3.7'-4.7' HT.

EX. R/W PR. R/W
EX. AC/AB
EX. R/W

63.4'
14' CITY

DEDICATION
60'

11.1' SAWCUT
JOIN EXIST.
4'
MEDIAN
LA _
EX. CURB
EX. FG PR. 8" C&G
2%-6.4%

SECTION C
RIVERSIDE COUNTY STD. 91 (MODIFIED URBAN ARTERIAL HIGHWAY) N.T.S.

EX. AC/AB -\
11' SAWCUT
JOIN EXIST.
55'
64'
PR. AC/AB-7
EX.

R/W
PR. AC/AB
5'
' . MEDIAN
EX. CURB
PR. AC/AB

6.4%
PR. 8" C&G

SECTION D
RIVERSIDE COUNTY STD. 91 (MODIFIED URBAN ARTERIAL HIGHWAY) N.T.S.

PR.

R/W
9' CITY

DEDICATION
6' PR.

SDWK

1.5%
PR. 6'

SCREEN W L
-\
TOP OF
RET. WALL
6'
PR. SDWK

1.5%
15'
11'

2.2' DRIVE-THRU

6.1'
SDWK
C)
U
m
c
U

3.5% MAX

1.5%
PR. AC/AB
1 PAD B
499.00 FF,,
PR. RET. WALL
5'-6' HT.
25'

DRIVE-THRU
2%
MIN
-1 I I=1I1=11
C7
o
CD
CO
D
3%
MAX U _
MAJOR 1
FF=503.35
EX. AC/AB 1

26.3'
11' SAWCUT
JOIN EXIST.

PR. AC/AB 5'
2' MEDIAN
PR. AC/AB
EX. CURB
55'

6.4% 2.0%
9' CITY

DEDICATION I
6' PR.

SDWK
PR. TOP OF Ri
PR. 8" C&G

SECTION E
RIVERSIDE COUNTY STD. 91 (MODIFIED URBAN ARTERIAL HIGHWAY) N.T.S.

1.5%

5.5'
T ALL
30'

DRIVE-THRU
15'-18'

LANDSCAPE
PROP. I
� � D _
[EX. GRADE -------

2.0%
PROP.

CURB
+ D 2.0%
PROP. PROP.

CURB CURB
2% MIN
PROP. C&G

SECTION F
N.T.S.
19'

PARKING STALLS
36'

DRIVE AISLE
12'

LANDSCAPE
PR. RET. WALL
4'-6' HT.
5'
J
U -
VARIES
6'-14'
LS
VARIES
12'-22'

DRIVE-THRU
2%
MIN
I _
S;sr
)

3.5% MAX
EX. GRADE
(2% MIN)
DAYLIGHT TO EX. GRADE
19'

PARKING STALLS

14.5'
PR. AC/AB 1
PROP. R

1.5%
10' -It
-
SDWK

1.5%
PR. AC/AB
PAD C
502.20 FF
EX. GRADE -1
t
PROP. AC/AB

1.2%-3%

SECTION G
N.T.S.

PR. 3' GUTTER
I- 5'
2% MIN
PROP. C&G
PAD D
505.00 FF I
1 7- EX. GRADE
(2% MIN)
DAYLIGHT TO EX. GRADE
MAU'
Call 2 Working Days
Before You Dig!
811
BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST, 130FT W OF BEAUMONT AV, 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29

BY MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
•
160 S. Old Springs Road
Suite 210
Anaheim Hills, CA 92808
714-685-6860
Civil Engineering/Land Surveying/Land Planning
RONALD W. SKLEPKO
R.C.E. C46216
DATE
SEAL
O
No. C46216°
Exp. 12-31-2026]
DESIGN BY:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

JOB NUMBER:

Reviewed By. Date:

Staff Engineer
Recommended
for Approval By Date:

Administrative Engineer
Approved By Date:

City Engineer/Director of Public Works

CITY OF BEAUMONT, CALIFORNIA

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
550E. 6th St
Beaumont, CA 92223
TEL: (951) 769-8520 FAX. (951) 769-8526
CONCEPTUAL GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT No. 25 —
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
14 OF 15 SHEETS
FILE NO:

SECTIONS
c
LI
C-
1 c
O, .

U c
ro r
co
C
N c
o C
r0
03 N)
N
`C
T
a) 0
>
0 0>
J
C
0o 5
N
O �
„-
CO
ro ro c
N c
C
c
w
O <
•
CC L
< C
�c
rn
co -
N U
F-
o <
U
c0
rn u
N
C
o �
7, Li
O v
V)L(
co-
r7r
N
o
U LL
o r
E
LO r
� c
co
• C
N C
o_
o _
cn c
I
O
U
CD
I�
U �
O:

E
Cr)
U C
rho
CO
N r
a
vi r
w
C.

ZCC
w c
w e
w4
CC
J •
Q
Z
o!_
w z
wG

Page 952 of 2775 ends

DRIVE AISLE VARIES
PROP.

R PROP.

R

VARIES VARIES
5' 15' 15' 15' 10' 5.5'-16' 6'-12' ±17'
I

DRIVE AISLE VARIES
-
MAJOR 3
FF=495.00
_
-
-
_

PROP. CURB
5' 15' 15' 15' 10' ±12' ±23'
3'ir
PROP. C&G
1 PR. AC/AB PROP. C&G
487.0 TOP
Lia
- \�
487.0 TOP

OF BASIN

OF BASIN
5%
Y PROP. 1 —FT

EX. GRADE PROP. 1 —FT V —GUTTER
U
MAX
-
100—YR
PR. AC/AB V —GUTTER
487.0 TOP
I

3. 482.0 BOTTOM

OF BASIN
1 �_ I
��_���_
-
�1'
? 1

WATER SURFACE
PROP. 24" HDPE

STORM DRAIN

2. - \
��
487.0 TOP

OF BASIN

OF BASIN
5%
MAX
'
�,
-11 _ .. _ - _
- - - -
- - _
1 = �,_
-,,,_,--_-..7,--,2,

CONCRETE SLOPE
_ _ _
_
_ BACKFILL
EX. GRADE
PR. 48" HDPE (
\
S=0.005
482.0 BOTTOM

OF BASIN
_
2 "� �
_
100 YR
WATER SURFACE -\‘
EX. GRADE
-
- 71 j� I
�11=11!�11

SECTION

H PROTECTION S
�� '�

DAYLIGH
-1,111= - -
-
_
N.T.S.

SCOUR WALL .,/ TO EXIST. GRADE PR. ECO-RAIN

DETENTION SYSTEM
486.5 TOP SECTION
- _
- -
_ - y- - -
DAYLIGHT TO EXIST:'GR-ADE

81.6'
VARIES 10'-30'
VARIES 20'-25'
PROP.
i
±30'
482.2 BOT N.T.S.

F'
PRO
. R
N
VARIES ±83' - ±109'
19'

PARKING STALLS
�
le
-
34'

DRIVE AISLE
VARIES

LANDSCAPE
VARIES

LANDSCAPE
VARIES
8'-11'
9'
± 22'
MAJOR 2
i
MAJOR 1
FF=503.35

1.2%

TOP OF SLOPE
*
FF=499.80

1.2%-3%
2% ,,IN
i
EX. GRADE
J �) -' I I, i I I I I I I I-LTI 1 1 '
PR. AC/AB J \- PROP. C&G
, , 2
�`
EX.

PR. AC AB J
/
GRADE 1

SECTION
PROP. C&G
�w�,
O

CONCRETE SLOPE

K PROTECTION
tit

SCOUR WALL
1 '
- YR

BACKFILL WATER

SURFACE
` %/
DAYLIGHT TO EXIST.
^
GRADE

SECTION
DAYLIGHT TO EX. GRADE
N.T.S.

J
N.T.S.

O
,
O
4 .,,C
s
—
• ® VALV&AS
---- --- ---
-- — -- -- —
--- ��:--
�I „ n=A
--
•
'�' "

� -'

8"G
�„W
-.�, �
- fllaal.it
Lam►
rn
���
� �
�.gg

28.i 043
2 ao
...,.
i
— — — ST
—
.
17 =
�r�
h�•y -- I� �
_
MEN N
PROP. CU's:
•�i
o
°
-- _ _
p
,
, its--
►
!ENIN
ell
ME!
_..
y •. w..�G
�_,—vim
�•i
��'STj��
�7?f�� � �.� �. ��
�,
P`
• , \r�.� 1i.�.�
-7�C�
���a .\�� �.�� Vii► ��i� �
_��d�_���N'��►'/�:r���w�C
..1•—�i'L:�i' X
— ��r�������-'_,.
%�.,.._.�: �..�st_ --
_,�.�..r�����i�u•���►�!r��
■.�c�%——
_ ", �rq—

n
— ate
—
N
= _nom'
—
�_(� -- _ 7
__ __ __
„� -- -- �� ��
��
'
�/T�
•
5>•6
--------
'`�'
F�\
---- .,.OP.
gkG
�p
0�
PR R/W �, „�
�,
��o
��
/
�� - o) o
,�
h F �� RET. W'° L
/ 20'
20'
0' 20' 20'
, ,, -N.,.. = (--
, �_
I I I . 1 GRAPHIC SCALE: 1 INCH = 40 FT
I

DHGALIET'
��.�.

BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. Sc
13TH ST, 130FT W OF BEAUMONT AV, 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
ELEV. 2636.329, NGVD 29
16 0 S . Old Springs Road
Suite 210
_ Anaheim Hills, CA 92808
SEAL
DESIGN BY:
'
��—�
, ; SEC
Noon*
4t, IF
- y,
Reviewed By. Date:

CITY OF BEAUMONT CALIFORNIA
,
SHEET
15 OF 15 SHEETS
Staff Engineer
Recommended
for Approval By: Date:

CONCEPTUAL
OAK

LOT LINE

INTERSTATE

GRADING

VALLEY VILLAGE

ADJUSTMENT
10 AND OAK
PLANS FOR:

No. 25—

VALLEY PARKWAY
DRAWN BY:
���
'
W
ix SCALE:
s
oQR0FEssic �

W S'K F
• ,,
=P FA
o
C46216°
Exp. 12-31-2026
qT 0IVIL ��
F CA
CHECKED BY:
11 I•
�•
\
Call 2 Working Days
g r No.

Before You Dig!
8 11
Administrative Engineer
g
Date:

Approved By. Date:
a
■�-m► 714 - 6 8 5 - 6 8 6 0
Civil Engineering/Land Surveying/Land Planning
-/
N0:

City Engineer/Director of Public Works
DATE:

BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION Beaumont, CA 92223
TEL (951) 769-8520 FAX 951 769-8526
c)

SECTIONS
JOB NUMBER:

RONALD W. SKLEPK0 R.C.E. C46216 DATE

ENGINEER

REVISIONS
CITY
I,
C
o0
M `
co
N
T
0 >
0 O >
I0
J
Q c
• C
000
NI
O
✓ U
M e
co C
N c
N
+,c
w 1
• <
in
< C
LC)C
co
N
I -
u
o<
-
i( c
co
N u
N
o�
O • 11
in a
co
-
o
U Cf
o
E
LO
co
r n
N
0 EI
O
(E) C
I(
O CI
I• �
U
• F-
O
O
CT C
U C

I (') C
in 0
CO
M r
N a
Ci
Wie
0-
Z r
we
�c
we
L.
w4
Q �
z�
w
wLI

Page 953 of 2775 ends

Oak Valley Village
Beaumont, CA
Master Sign Program
Rev 3-17-25
Oak Valley Village - Master Sign Program

Page 95 ends

O
2775
SOUTHWEST SIGN CO.

TABLE OF CONTENTS

SITE PLAN

TENANT SIGN CRITERIA

ELEVATIONS

WALL SIGN DETAILS

FREEWAY PYLON SIGN

PROJECT ID PYLON SIGN

MONUMENT SIGNS
3 4-5
6-10
11 12
13 13
Oak Valley Village - Master Sign Program

Page 955 ends

2775
SOUTHWEST SIGN CO.

I
P1
• F, .
300'
z
,
ti
4tr
477',
OAK VALIEY PARKWAY = -_
I
StrrrIt ittly
tend 'Nei COMAILL _41.35 AC= i ,8 i Q..35I $
fTAILLandift4.9 -7',3.D5 AC I,00139a
tlitS4GEITtAL Land ma =1a.31 AC .a..N1111.532 Sit
ell Ming Aroo
temi
imilaurent
4arka-o- EtItio
-e vifil
Fa, 4X3a SP
249,440 if
2 PIO8L Ott -Ex
F1
Px
Mx

FREEWAY PYLON SIGN

PROJECT PYLON SIGNS

MONUMENT SIGNS
3 Oak Valley Village - Master Sign Program
PageSM$Ian2775 _
SOUTHWEST SIGN CO.

4 Preface
This document establishes guidelines and criteria for the design, implementation, and regulation of commercial tenant identity signs at the Oak Valley Village, Beaumont, CA
The regulations of this criteria are in addition to those set forth in the planning and zoning regulations of the Chapter

17.07 of the Beaumont Municipal Code and do not convey
any rights not otherwise granted under the regulations and procedures contained therein, except as provided herein.

This tenant sign program has been developed to compliment the design intent of the architecture, and provide a smaller scale of design detail and color that adds vibrancy and character to the project as well as identifying the project's amenities and tenants.

Sign Area allowances are determined by lease space frontage width. This allows for future flexibility - if the lease areas change, so may their sign allowances and locations.

Objectives
The objectives of this sign criteria are:

To generate creative and tasteful signage that enhances the development's image and compliments architectural
elements. To provide signage that is functional and
effectively serves the identification needs of the development and its tenants. To facilitate the review and approval process for signage by providing guidelines and criteria that constitute standards of acceptability for signs at the development.

Enforcement
All conditions of approval shall be consistent with approved exhibits and enforced by the Beaumont Department of
Building and Safety.

Conformity with this criteria will be enforced by the
Owner/Landlord. Any non -conforming or unapproved sign
will be brought into conformity at the expense of the Tenant.

General Provisions

1. All sign types will require written approval of the
Owner/Landlord. Prior to manufacture of any sign on site, the Tenant shall submit to Owner/Landlord for approval, one set of detailed shop drawings. These drawings shall include the building elevations to which the signs are to be attached, specific details indicating sign materials, dimensions, graphics, location, colors, and method of attachment.

Drawings are to be submitted via e-mail in PDF format.

2. All signs shall be reviewed for conformance with this criteria and overall design quality. Approval or disapproval of sign submittals based on aesthetics of design shall remain the right of the Owner/Landlord. In addition to written Owner/Landlord approval, all signage will require permits prior to installation, by the Beaumont Department of Building Safety and comply with all applicable provisions of the Beaumont Municipal Code.

3. Each tenant shall pay all costs for their signs including design, manufacture, installation, maintenance and permits.

4. Each Tenant shall be fully responsible for and repair any damage to any surface caused by the signage or its installation.

5. Owner/Landlord reserves the right to periodically hire an independent electrical engineer, at Tenant's sole expense, to inspect the installation of all Tenant's signs. Tenants will be required for sign removals, or discrepancies not corrected within fifteen (15) days of notice, may be corrected by the Owner/Landlord at Tenant's expense.

6. Tenant's sign contractor shall carry workman's compensation and public liability insurance against all damage suffered or done by any and all persons and/or property while engaged in the construction or erection of signs in the amount of
$2,000,000 per occurrence. Evidence of this insurance must be provided to Owner/Landlord prior to installation naming the Owner/Landlord, or other party as may be required, as
additionally insured.

7. Upon vacancy, Tenant shall remove sign and restore fascia to original condition at Tenant's sole cost and expense within fifteen (15) days of expiration of term or earlier termination of Tenant's lease.

Sign Design Criteria
The following are general guidelines to be used in the
development of all signage and graphic elements:

1. Signs shall be designed in a manner that is of high quality. In addition, signs should be compatible with and complementary to adjacent facades.

2. Notwithstanding the maximum square footages specified for copy area allowance, signs and typography in all cases shall appear balanced and in scale within the context of the sign space and the building as a whole. Signs shall be centered horizontally and vertically over each Tenant space unless otherwise directed by Owner/Landlord. Signs shall not exceed 80% of the height of the fascia, or 70% of the length of the architectural feature of facade that signs is to be placed on, or unless otherwise specified in this document.

3. Signage and environmental graphics should be conceived as an integral part of the design, and not applied as an afterthought.

4. Primary storefront identification shall be limited to Tenant's trade name, as approved in the lease, or as otherwise
approved in writing. Major tenants may have secondary
signage with product/service as approved by landlord.

5. All signs should fit comfortably into their storefront architecture, leaving sufficient margins and negative space on all sides. Thickness, height, and colors of sign lettering and graphics should be visually balanced and in proportion to other signs on the building.

6. Wherever possible, the tenant's primary identity sign should be placed centered above the tenant's primary public entrance door(s).

7. The height to the top of any wall sign cannot exceed the lowest roof eave of the building upon which it it placed. Final location of sign placement shall be designated by Owner/ Landlord.

8. All illuminated signs must be controlled by a tenant provided time clock and photo cell, illuminated during
general operating hours as defined by the Owner/Landlord unless otherwise agreed.

9. All signs shall be presented to the Owner/Landlord for approval prior to commencement of fabrication.

10. All signage lighting should be baffled or concealed. Light leaks will not be permitted. Lighting cannot glare into an adjacent property.
1 1 . Exposed signage lamps and fixtures are subject to approval by the Owner/Landlord and their architect and will be subject to approval by the Beaumont Planning
Department.

12. Tenant signs that incorporate logos, business identities and/or images denoting the type of business, shall be
encouraged. Logo design and color to be approved by
Owner/Landlord.

13. Wall signs shall be pegged from wall 1/2" minimum to allow for drainage. The maximum depth of any wall sign
cannot exceed 5".

14. Signs shall be mounted without visible means of
attachment, as shown and described on the shop drawings and is approved by Owner.

Oak Valley Village - Master Sign Program

Page 957 of 2775 ends

ign Criteria
SOUTHWEST S IGN CO.

5 15. All logo images and typestyles shall be accurately reproduced. Lettering that approximates typestyles will not be accepted. The Owner/Landlord reserves the right to reject any fabrication work deemed to be below standard.

Sign Construction & Maintenance

1. All signs and their installation shall comply with all applicable State building and electrical codes, and bear the UL label or equivalent.

2. Tenant's sign contractor shall completely install and connect sign display and primary wiring at sign location per Owner/Landlord's approval.

3. All penetrations of exterior fascia are to be sealed watertight, and finished to match adjacent material.

4. All signs shall be kept in good condition, free of corrosion, be legible, adequately repaired and maintained by the
Tenant thereof at all times. All repairs shall be equal in quality and design to the original signs. The standards for maintenance and repair of signs shall be that which will assure the highest quality consistent with new class A office and retail construction.

Prohibited Sign Types
Per Beaumont Sign Ordinance Chapter 17.07.070

1. Roof signs;

2. Flashing signs, except time and temperature signs;

3. Animated signs;

4. Revolving signs;

5. Portable signs;

6. Off -site commercial signs on permanent structures;

7. Signs blocking doors or fire escapes;

8. Light bulb strings and exposed tubing, except for
temporary uses such as Christmas tree lots;

9. Banners, flags, pennants and balloons, except as allowed under subsection B above

10. Inflatable signs or signs designed to be air activated, floated or flown, including balloons used for commercial advertising purposes, kites or other serial signs that are made of any electrically conducive material;

11. Signs, posters and advertisements attached to utility poles;

12. Exposed raceways; and

13. Billboards, except for relocated billboards.

In addition, the owner/landlord will impose the following restrictions:
- Internally Illuminated boxed or cabinet type signs. Cabinet signs will not be considered unless they are less than 10% of the total sign area, and one part of Tenant's logo only. - Cloth, paper, cardboard, foamcore, gatorboard, stickers, or decals.
- Temporary signs such as, but not limited to: banners, streamers and inflatable advertising devices or balloons (except for special sale events) and grand opening signs as permitted by the Owner/Landlord).
- Painted window signs on either side of the glass, except where specifically approved by the Owner/Landlord.
- Exposed junction boxes, transformers, lamps, tubing, conduit, raceways or neon crossovers of any type.
- Sign manufacturer's names, stamps, or decals visible from the street or normal pedestrian viewing angles.
- Exposed fastening devices, unless integral to the sign's design intent.
- Simulated materials (i.e. wood grained plastic laminates) or wall covering.
- Any type of banner with a tenant listing or advertisement. - Gooseneck lamps in conjunction with wall signs.
- Any sign that is not in conformance with this Program.

Acceptable Tenant Sign Types
Location per signable area on elevation plans. Use of the material, finish and color palette offered by
Owner/Landlord.

Sign Type 1 - Tenant Wall Signage
Tenant signs in landlord -designated areas shall be
comprised of channel letters fabricated as either plex faced with internal LED illumination, or as aluminum reverse
channel with halo illumination, or a combination of both face and halo illumination. Logo boxes may have lit graphics pushed thru an aluminum face, and may also include reverse halo illumination. Tenant may propose their brand colors or logo graphics for vinyl face graphics and painted return colors, subject to landlord approval. Acrylic faced cabinets are not allowed.

Wall signs may include a flat contrasting background panel behind the lettering as an integral part of the design.

Exposed raceways are not allowed. Cabinets shall be
allowed only if an unusual shape not condusive to channel letter fabrication methods. Foam letters are not allowed. A maximum of (3) colors. typefaces, or sizes are allowed for any non -trademarked use.

Area shall be calculated using 4 straight lines to enclose the primary area plus rectangular portions will be added to any appendages that exceed the primary area which include
ascenders, descenders, symbols, logos, images together with all framing and background material . The allowed area shall not exceed 70% in width or height of the signable area. Wall signs shall not exceed one square feet for each one foot of building frontage.

Depth of wall signs (projection from the face of building that sign is mounted on) shall not exceed 5" and cannot project over public alleys, driveways or any above grade parking areas.

Sign Type 2 - Tenant Window Signs
Window signs may be used to display a store name, store logo, hours and security information not to exceed 10% of (glass) area and is subject to Owners Approval. One window sign is allowed per each 3 linear feet of window, each window is calculated separately.

Store hours signs are permitted only at front door or in glass adjacent to front door not to exceed 3 square feet.

Freestanding Signs
F1: One freeway pylon sign of 60' height and 300sf max sign area per side. Copy is face lit channel letters.

P1 & P2: Two pylon signs of 20' height and 100sf max sign area.

M1 -M2: Two monument signs of 6' height and 30sf max sign area.

On P pylon and M monument signs, no plastic face panels are allowed. Face panels must be metal with push thru acrylic copy.

Miscellaneous
Promotional Activity Banner
Subject to Landlord approval and obtaining a temporary
banner permit from the City, new businesses may mount a temporary "Grand Opening" or "New Business" banner on
their storefront up to 100 SF in size or 1 SF per linear foot of lease frontage, whichever is less. Temporary signs can remain in place for a period of up to 90 days in a calendar year and is not renewable. Banner length cannot exceed 3 x the banner height.

Oak Valley Village - Master Sign Program

Page 95 ends

ignCriteria

SOUTHWEST SIGN

6 N
O
E
Mk
■ � ___•MI:
alai!
(/,/,/,0iii; i�rii7'i , �i ate; � liar /K/'ii///,Fier, //y zr r r North Elevation
IE
Major 2
Shops 1
North Elevation (cont.)
Retail 1
Pa 95 yF
Oak Valley Village - Master Sign Program Elevations - YVlppe� ajors'c, clops277I , Retail 1 SOUTHWEST SIGN CO.

7 Major 2
East Elevation
Retail 1
West Elevation
Oak Valley Village - Master Sign Program

Page 96 ends

Elevatio s - major etail 1
SOUTHWEST SIGN CO.

8 Retail 1
South Elevation
0 E
Shops 1
South Elevation
cont.

Oak Valley Village - Master Sign Program
Elevations 9Petaclif r7Shops 1
SOUTHWEST SIGN CO.

9 East Elevation
West Elevation
North Elevation
South Elevation
Oak Valley Village - Master Sign Program
ppace 962 cfh2779
Elevations - ops
SOUTHWEST SIGN CO.

10 South Elevation
North Elevation
East Elevation
West Elevation
Oak Valley Village - Master Sign Program
P ue .963 c 27.75
Ele ations - etail
SOUTHWEST SIGN CO.

11 NOT TO EXCEED 70% OF LEASE FRONTAGE

OR ARCHITECTURAL AREA

TENANT NAME
Type 1 - Tenant Wall Mounted Sign
MAX 80% OF

FASCIA HEIGHT

1. Each tenant is allowed one sign per storefront elevation per elevation exhibits. Max 4 signs per tenant.

2. Maximum area of signage is not to exceed 1 sf per linear foot of lease frontage.

3. The maximum overall sign height is 80% of vertical fascia height at sign location.

4. The maximum width of sign is 70% of lease width or of sign fascia on which sign is affixed.

5. Signs may be plex face, reverse channel halo or combination of both.

6. If a logo is included, max size of logo is 36".

7. Disconnect switch and all labels to be located on top of sign.

8. Drain holes to be baffled with no light leaks.

Push Thru Plex Cabinet
Not to Scale
Logo Only

1. LED illuminated cabinet (Max 5" depth)

2. 1/2" thick minimum, milk white push thru acrylic
8 with vinyl face colors.

3. 6000K white LED internal illumination

4. Class II LED power supply

5. Disconnect Switch

6. Drain holes to be baffled with no light leaks

7.. #10 Screws and shields with 1/2" spacers painted
to match storefront or background panel.

8. Incoming Dedicated Primary Circuit (By Others)

9. Wall
Opt 1 - Wall -Mounted Channel Letters Section
Not to Scale

1. Class II Remote Transformer With Disconnect Switch

2. Incoming Dedicated Primary Circuit (By Others)

3. Low voltage wire thru spacer

4. 6000K LED Modules

5. 3/16" Plexiglas face with 3/4" trim cap and screws

6. 5" Max. Deep Aluminum Channel Letter

7. #10 Screws and shields with 1/2" spacers painted to match storefront or background panel (TYP 3 Per Letter)

8.Drain holes to be baffled with no light leaks

9. Aluminum Background Panel (Optional)

10. Wall
Opt 2 - Reverse Channel Letters Section
Not to Scale

1. 1.5" long spacer painted to match wall or background panel for mounting studs and power cord jump

2. 1.5" deep aluminum reverse channel letter

3. Low voltage wire thru spacer

4. Clear Lexan back with white diffuser film

5. 6000K LED modules

6. Weep hole with baffle

7. #6 Set Screws, flush and painted to match return

8. Remote Class 2 LED power supply with disconnect

9. Incoming primary circuit by others

10. Aluminum Background Panel (Optional)

11. Wall
Oak Valley Village - Master Sign Program
L
8e775
A jgn talls
SOUTHWEST SIGN CO.

12 25'-0"
0 o
0 0
o

4.1 0

OAK VALLEY VILLAGE
0 tar • et
ITEMINInsTME

TIENANDIME
T ENA T 1 E
■
rim
■
- IE
� -
. ▪ -- -

NIMMIMIN
-
33SF TENANT NAME
100SF TENANT NAME
50SF TENANT NAME
50SF TENANT NAME
50SF TENANT NAME
Sign F1 - Freeway Pylon Sign - 300SF MAX
Scale 3/32" = 1' 0"
Aluminum sign cabinets with texcote finish and brick column wraps per building details. Aluminum panels with individual channel letters for tenant names.

Oak Valley Village - Master Sign Program

Page 965 of 2775 ends

SOUTHWEST SIGN CO.

13 9'-4"
0 O
0 OAK VALLEY VILLAGE
O target

TENANT NAME

TENANT NAME

TENANT NAME

TENANT NAME

TENANT NAME
IMF
Sign P1 -P2 - Project ID Pylon Sign - 100SF MAX
Scale 1/4" = 1' 0"
▪ IM ▪ MB
MI ▪ I MMI
▪ IM ▪ IIM
▪ MI ▪ MI
MI MO
▪ MI ▪ MB
5SF PROJECT NAME
95SF TENANT NAME AREA
Aluminum sign cabinets with texcote finish and brick column wraps per building details. Aluminum panels with push thru plex lettering and internal LED illumination.
8'-2 1/2"
30SF TENANT NAME AREA
7'-6"
= o
Q target

TENANT NAME

TENANT NAME

TENANT NAME

TENANT NAME

TENANT NAME
Sign M1 -M2 - Tenant Monument Signs - 30SF MAX
Scale 1/4" = 1' 0"
Aluminum sign cabinets with texcote finish and brick column wraps per building details. Aluminum panels with push thru plex lettering and internal LED illumination.

Oak Valley Village - Master Sign Program

Page 966 of 2775 ends

SOUTHWEST SIGN CO.

PP2024-0059 General Plan Land Use Designation Map
1:12,677

0.13 0.25
5/16/2025, 8:50:36 AM
General Plan
Single Family Residential
Downtown Mixed Use
Open Space
Industrial
General Commercial
Neighborhood Commercial
High Density Residential
Urban Village
Public Facilities
World_Hillshade
0 0.5 mi
0 0.2

0.4 0.8 km
Esri, NASA, NGA, USGS, FEMA, Sources: Esri,
TomTom, Garmin, FAO, NOAA, USGS, ©
OpenStreetMap contributors, and the GIS User
Community

Page 967 of 2775 ends

PP2024-0059 Zoning Map
110
itilial010 AA .01.0
wors
141111 ■■■.kih
fee =Inn MIN
�iiiiuIIllUHI!llllll!uIHIIIIIHhIIIHl
•am—� �`111111111�
►I I1 I � NEM �� EI MOM :.4111.
1111111112 MN �• run
Cp
�wleltto• Sz
111111111ndis i1IIIIuIIImui
1,111/� IIIIIIIIIIIII►,
'!����1111111111111
1111111111111111
=-==�Illlllllllllllll
'�� :=11111111111111111
E_ =X1111111111111111
FIpBERV111111ng0
���� ��11111111►.
■00GGI��
c�-
v
�fI!i�G
Beaumont Mixed Use
Commercial Neighborhood
Community Commercial
IIIIIIIIIIIIIIIIIIIIIIII 1�
. ruc lI,ra
mmil all
• —m .---2
libIIuIuIIlhIII.I6
5/16/2025, 8:37:36 AM
Zoning
1:12,677

0.13 0.25
Manufacturing
Recreation/Conservation
Residential Multiple Family
Residential Single Family
Specific Plan
Urban Village
World_Hillshade
0 0.5 mi
0 0.2 0.4

0.8 km
Esri, NASA, NGA, USGS, FEMA, Sources: Esri,
TomTom, Garmin, FAO,
OpenStreetMap contributors,
Community

NOAA, USGS,
and the GIS User

Page 968 of 2775 ends

PP2024-0059 Aerial Photograph
752 1,505 Feet
*IMPORTANT" Maps and data are to be used for reference purposes only. Map features are approximate, and are not necessarily accurate to surveying or engineering standards. The County of Riverside makes no warranty or guarantee as to the content (the source is often third party), accuracy, timeliness, or completeness of any of the data provided, and assumes no legal responsibility for the information contained on this map. Any use of this product with respect to accuracy and precision shall be the sole responsibility of the user.

REPORT PRINTED ON...5/16/2025 age.5B Alt969 o 2775
Legend
E] County Boundary
City Boundaries
Parcels, Public
Blueline Streams
City Areas
Notes
© Riverside County GIS

LLG
March 14, 2025
Mr. Chris Sanchez
Regency Centers
420 Stevens Avenue, Suite 320
Solano Beach, CA 92075
LLG Reference: 2.25.4911.1
Subject: Parking Demand Analysis for the Proposed
Oak Valley Village Project
Beaumont, California
Dear Mr. Sanchez:

As requested, Linscott, Law & Greenspan, Engineers (LLG) is pleased to submit this Parking Demand Analysis for the proposed Oak Valley Village Project (hereinafter referred to as Project). The Project site is located on the southwest quadrant of the I- 10 Freeway and Oak Valley Parkway in the City of Beaumont, California. The proposed Project will consist of a mixed -use commercial shopping center development. Figure 1, located at the rear of this letter report, presents a Vicinity Map, which illustrates the general location of Oak Valley Village, the specific location of the project site, and depicts the surrounding street system.

Based on our understanding, a parking study has been required by the City of Beaumont to evaluate the parking requirements of the proposed development. This report evaluates those needs based on application of City code, ULI Parking Requirements for Shopping Centers (2nd Edition), and further application of the Urban Land Institute's (ULI) Shared Parking methodology.

Our method of analysis, findings, and recommendations are detailed in the following sections of this report.

PROJECT DESCRIPTION
The proposed Oak Valley Village Project will consist of an 279,941 square -foot (SF) community shopping center, which will include 100,244 SF of retail uses, a 147,624 SF Target store, 17,000 SF casual/fine dining restaurant uses, and 15,073 SF fast-food restaurant uses with four (4) drive -through restaurants. Figure 2 presents the proposed site plan and depicts the associated parking area. At completion of the Project, Oak Valley Village will provide a total parking supply of 1,279 parking spaces.
2 LAD cumin Ciclo
Suie l$
ruffs, C, MS
IMAM
949.8155929 I
•xwmIlp,enginetvscom
'asadons
lime
San Dieu
o...l S Sheet*. Pf
Jot, A Bsamart Pf
itadutd F BNnib, Pf
Kai Mammy Pf
ICC *Ups, Pf
Dewy Hassow, PE
Marta' P+wAnaWu4 PE
tame C s nrwd 10,

Page 970 of 2775 ends

Mr. Chris Sanchez
March 14, 2025

Page 2 ends

LLG

PARKING SUPPLY -DEMAND ANALYSIS
The parking analysis for the proposed Oak Valley Village Project involves determining the expected parking needs, based on the size and type of existing and proposed development components versus the parking supply. In general, there are several methods that can be used to estimate the site's peak parking needs. The methods used in this analysis include:

1. Application of City code requirements (which typically treats each tenancy type as a "stand alone" use at maximum demand).

2. Application of Industry parking reference material contained in ULI Parking Requirements for Shopping Centers (2nd Edition).

3. Application of ULI Shared Parking (3rd Edition) usage patterns by time -of - day (which recognizes that the parking demand for each tenancy type varies by time of day and day of week). The shared parking analysis starts with a code calculation for each tenancy type.

The Industry reference material is appropriate given that it specifically addresses shopping center parking demand and the shared parking methodology is concluded to be applicable to a development such as Oak Valley Village because the individual land use types (i.e. retail, restaurant, discount store, etc.) experience peak demands at different times of the day.

CITY CODE PARKING REQUIREMENT
To determine the number of parking spaces required to support the proposed Project, the parking demand was first calculated using parking code requirements per the City of Beaumont Municipal Code — Chapter 17.05 - OFF-STREET PARKING AND LOADING STANDARDS; Section 17.05.040 - Parking requirements for land uses. The following parking ratios were used to determine the required parking:
• Retail Uses = 1 space per 200 sf gross floor area
• Restaurants, Fast Food = 1 space for every 100 sf of gross floor area, but not less than 10 spaces
■ Restaurants, Sit -Down = I space for every 100 sf of gross floor area, but not less than 10 spaces
Table 1 summarizes the parking requirements for the Oak Valley Village Project based on the City of Beaumont Municipal Code. As shown, application of the above - referenced parking code ratios to the development totals results in a code -parking N..\4900\2254911 - Oak Valley Village, Beaumont\Parking Analysis \491 1 - Oak Valley Village Parking Demand Analysis - Beaumont, 03-14-25.doe

Page 971 of 2775 ends

Mr. Chris Sanchez
March 14, 2025

Page 3 ends

LLG
requirement of 1,560 spaces. With a proposed on -site parking supply of 1,379 spaces, a theoretical parking Deficiency of 181 spaces is forecast.

However, given that there is specific ULI data regarding shopping center uses, utilizing this information as a reference to determine the expected parking demand is applicable and appropriate for this Project. In addition, the specific tenancy mix of the proposed Oak Valley Village Project provides an opportunity to share parking spaces based on the utilization profile of each included land use component. The following sections calculate the parking requirements for the proposed Project based on ULI Parking Requirements for Shopping Centers (2nd Edition) and the shared parking methodology approach consistent with ULI Shared Parking (3rd Edition).

PARKING REFERENCE MATERIAL ANALYSIS
The Urban Land Institute (ULI) has developed a parking reference manual for shopping center developments based on empirical data collected at existing shopping centers throughout the United States. ULI Parking Requirements for Shopping Centers — Summary Recommendations and Research Study Report (2nd Edition) provides key recommendations for recommended parking supply ratios for shopping centers based on the size of the centers and percentage of restaurant, entertainment, and/or cinema space within the development. Specifically, Chapter 2 of the report presents a set of recommendations for parking supply based on center size and makeup. Table 1 within Chapter 2 on page 3 of the report (see attached in Appendix A) presents the recommended number of parking spaces per 1,000 square feet of gross leasable area (GLA). This recommended provision of parking spaces will provide the typical shopping center with sufficient parking to serve the parking needs of customers and employees at the 20th busiest hour of the year. The recommended parking ratios in Table 1 exclude centers in which 20 percent or more of occupied GLA is composed of restaurant, entertainment, and/or cinema space, whereas the appropriate number of parking spaces for these centers should be based on shared parking. The data analyzed in this study suggest that for neighborhood and community center, the recommended ratio may be as low as 3.7 spaces per 1,000 SF of GLA provided that additional spaces are available for restaurant, entertainment, and/or cinema use. However, to be conservative, a base ratio of 4.0 spaces per 1,000 SF is utilized.

As shown in Table 1, when restaurant, entertainment, and/or cinema space combine to equal 11 to 20 percent of the total GLA [Oak Valley Village is 11.46% (32,073 SF restaurant - 278,941 SF total = 11.46%], a linear increase of 0.03 spaces per 1,000 SF for each percent above 10 percent should be calculated for centers less than 400,000 N:\4900\2254911 - Oak Valley Village, Beaumont\Parking Analysis \491 1 - Oak Valley Village Parking Demand Analysis - Beaumont, 03-14-25.doe

Page 972 of 2775 ends

Mr. Chris Sanchez
March 14, 2025

Page 4 ends

LLG
SF. Therefore, based on a 11.46% of restaurant, entertainment, and/or cinema space for the proposed Oak Valley Village development, the recommended parking supply ratio for the proposed Project equates to 4.0438 spaces per 1,000 SF (1.46 x 0.03 =

0.0438 + 4.0 = 4.0438). As a result, at a recommended parking supply ratio of 4.0438 applied to the total Project square footage of 279,941 SF, the minimum recommended parking supply for the proposed Oak Valley Village Project is 1,132 parking spaces.

With a proposed parking supply of 1,379 parking spaces, adequate parking will be provided for the proposed Oak Valley Village Project.

SHARED PARKING ANALYSIS
According to the Urban Land Institute's (ULI's) Shared Parking 3rd Edition publication, shared parking is defined as a parking space that can be used to serve two or more individual land uses without conflict or encroachment. The ULI Shared Parking publication provides hourly parking accumulation rates for retail and restaurant uses, as well as other uses to include discount store, etc. expressed as a percentage of the peak demand for the day.

Shared Parking Methodology
Accumulated experience in parking demand characteristics indicates that a mixing of land uses results in an overall parking need that is less than the sum of the individual peak requirements for each land use. Due to the proposed mixed -use characteristics of the site, opportunities to share parking can be expected. The objective of this shared parking analysis is to forecast the peak parking requirements for the Project based on the combined demand patterns of different tenancy types at the site.

Shared parking calculations recognize that different uses often experience individual peak parking demands at different times of day, or days of the week. When uses share common parking footprints, the total number of spaces needed to support the collective whole is determined by adding parking profiles (by time of day for weekdays versus weekend days), rather than individual peak ratios as represented in the City's Municipal Code. In that way, the shared parking approach starts from the City's own code ratios and results in the "design level" parking supply needs of a site.

It should be noted that the "demand" results of the shared parking calculation are intended to be used directly for comparison to site supply. No further adjustments or contingency additions are needed because such contingencies are already built into the peak parking ratios and time of day profiles used in the calculation.

N:\4900\2254911 - Oak Valley Village, Beaumont\Parking Analysis \4911 - Oak Valley Village Parking Demand Analysis - Beaumont, 03-14-25.doc

Page 973 of 2775 ends

Mr. Chris Sanchez
March 14, 2025

Page 5 ends

LLG
There is an important common element between the traditional "code" and the shared parking calculation methodologies; the peak parking ratios or "highpoint" for each land use's parking profile typically equals the "code" parking ratio for that use. The analytical procedures for shared parking analyses are well documented in the Shared Parking, 3rd Edition publication by the Urban Land Institute (ULI).

Shared parking calculations for the proposed Project utilize hourly parking accumulations developed from field studies of single developments in free-standing settings, where travel by private auto is maximized. These characteristics permit the means for calculating peak parking needs when land use types are combined.

Further, the shared parking approach illustrates how, at other than peak parking demand times, an increasing surplus of spaces will service the overall needs of the center.

Shared Parking Ratios and Profiles
The hourly parking demand profiles (expressed in percent of peak demand) utilized in this analysis and applied to the Project are based on profiles developed by the Urban Land Institute (ULI) and published in Shared Parking, 3rd Edition. The ULI publication presents hourly parking demand profiles for several general land use categories, inclusive of the following four (4): retail, fine/casual dining, fast-food restaurant, and discount store. These profiles of parking demand have been used directly, by land use type, in the analysis of this site.

One of the components of the project is retail space; the ULI retail use profiles are applied directly. In doing so, there is an intermediate step in expressing ULI profiles as a percentage of the week-long peak, thus arriving at a weekday profile and weekend profile each expressed as a percentage of the baseline parking ratio (ULI actually starts with separate ratios for weekday and weekend day and develops profiles for each accordingly; we have found it more convenient to translate both profiles to a percent of expected maximum demand, which for retail turns out to be on a Saturday). The resulting profiles represent the most likely hourly parking demand profile and are applied to the City's retail parking ratio of 1 space per 200 SF of GFA.

Peak demand for retail uses occurs between 12:00 PM and 2:00 PM on weekdays, and 1:00 PM and 3:00 PM on weekends.

The ULI Shared Parking publication includes several categories for restaurants. For this analysis, the parking profile for fine/casual dining restaurant and fast-food restaurant were utilized as each of the categories match the restaurant tenant mix of the Project. Like the retail profiles, the restaurant profiles are derived exactly from the ULI baseline and are applied to the City's restaurant parking code ratio of 1 space N:'4900\2254911 - Oak Valley Village, Beamnonl\Pai-king Analysis \4911 - Oak Valley Village Parking Demand Analysis - Beaumont, 03-14-25.doc

Page 974 of 2775 ends

Mr. Chris Sanchez
March 14, 2025

Page 6 ends

LLG
per 100 SF of GFA. According to the Shared Parking publication, fine/casual dining restaurant uses are shown to experience peak demand between 7:00 PM and 10:00 PM on weekdays and 8:00 PM and 9:00 PM on weekends. Fast food restaurant uses are shown to experience peak demand between 12:00 PM and 2:00 PM on weekdays and weekends.

Lastly, The ULI profile for discount store was utilized for the proposed Target store component of the Project. Discount store land uses are shown to experience a peak demand between 12:00 PM and 4:00 PM on weekdays and between 2:00 PM and 5:00 PM on weekends. Given the amount of generally unoccupied area within a typical Target store, the Target's recommended parking code of 1 space per 250 SF was utilized.

Application of Shared Parking Methodology — Proposed Project Tables 2 and 3 present the weekday and weekend shared parking analysis results, respectively for the proposed Oak Valley Village Project. As shown in Table 2, the peak parking requirement for the proposed Project during a typical weekday totals 1,238 parking spaces and occurs at Noon and 1:00 PM. In addition, as shown in Table 3, the peak parking requirement for the proposed Project during a weekend day totals 1,316 parking spaces and occurs at 1:00 PM.

As a result, based on a review of Tables 2 and 3, the peak shared parking demand for the proposed Oak Valley Village Project is 1,316 parking spaces and occurs at 1:00 PM on a weekend day. With a proposed on -site parking supply of 1,379 parking spaces, a minimum parking surplus of 63 spaces is forecast for the Project. It should be noted that the Oak Valley Village Project will also experience a minimum parking surplus of 141 spaces on a typical weekday.

Appendix b contains the weekday and weekend day shared parking analysis calculation worksheets for the proposed Project.

SUMMARY OF FINDINGS AND CONCLUSIONS

1. The proposed Oak Valley Village Project will consist of an 279,941 square -foot (SF) community shopping center, which will include 100,244 SF of retail uses, a 147,624 SF Target store, 17,000 SF casual/fine dining restaurant uses, and 15,073 SF fast-food restaurant uses with four (4) drive -through restaurants with a parking supply of 1,379 parking spaces (4.93 spaces per 1,000 SF).

N:\4900\2254911 - Oak Valley Village, Beaumont\Parking Analysis \491 1 - Oak Valley Village Parking Demand Analysis - Beaumont, 03-14-25.doe

Page 975 of 2775 ends

Mr. Chris Sanchez
March 14, 2025

Page 7 ends

LLG

2. Application of the City of Beaumont parking code ratios to the proposed Oak Valley Village Project results in a code -parking requirement of 1,560 spaces.

With a proposed on -site parking supply of 1,379 spaces, a theoretical parking deficiency of 181 spaces is forecast.

3. Based on ULI Parking Requirements for Shopping Centers (2"d Edition) guidance and a 11.46% of restaurant, entertainment, and/or cinema space for the proposed Oak Valley Village development, the recommended parking supply ratio for the proposed Project equates to 4.0438 spaces per 1,000 SF (1.46 x 0.03 = 0.0438 + 4.0 = 4.0438). As a result, at a recommended parking supply ratio of

4.0438 applied to the total Project square footage of 279,941 SF, the minimum recommended parking supply for the proposed Oak Valley Village Project is 1,132 parking spaces. With a proposed parking supply of 1,379 parking spaces, adequate parking will be provided for the proposed Oak Valley Village Project.

4. The peak parking requirement for the proposed Oak Valley Village Project during a typical weekday totals 1,238 parking spaces and occurs at Noon and 1:00 PM. In addition, the peak parking requirement for the proposed Project during a weekend day totals 1,316 parking spaces and occurs at 1:00 PM. As a result, the peak shared parking demand for the proposed Oak Valley Village Project is 1,316 parking spaces and occurs at 1:00 PM on a typical weekend day. With a proposed on -site parking supply of 1,379 parking spaces, a minimum parking surplus of 63 spaces is forecast for the Project. Therefore, we conclude that there is adequate parking on site to accommodate the proposed Oak Valley Village Project.

We appreciate the opportunity to prepare this parking demand analysis for the proposed Oak Valley Village Project. Should you have any questions or need additional assistance, please do not hesitate to call us at (949) 825-6175.

Very truly yours,
Linscott, Law & Greenspan, Engineers
Keil D. Maberry, P.E.

Principal
Attachments
NA4900\2254911 - Oak Valley Village, Beaumont\Parking Analysis \49I I - Oak Valley Village Parking Demand Analysis - Beaumont, 03-14-25.doc

Page 976 of 2775 ends

SOURCE: OPEN STREETS
1 ill
Nit
141. i i li
Ps ads !Ill 46 n4,4.01006;04;i:10., _mil T i 17 #,IV a
r
1E Ys '
i q 4 ;: f
) 1 isig"*' 41 "Iii 2 it. iti,
n _ I- -. a
-cat.,,..„
"
or
I-
M�FaI+V! hr,� q
!�G
,ai�llhll�,,
©NO SCALE
KEY
= PROJECT SITE
FIGURE 1

VICINITY MAP

OAK VALLEY VILLAGE, BEAUMONT
• _

Page 977 of 2775 ends

SOURCE: NADEL
FIGURE 2
WI
AaiOhlh,,
©NO SCALE

PROPOSED SITE PLAN

PAK VALLEY VILLAGE, BEAUMONT
• _

Page 978 of 2775 ends

11G
TABLE 1
CITY CODE PARKING REQUIREMENT [1]
Oak Valley Village, Beaumont
Land Use
Size
City of Beaumont Code Parking Ratio
Spaces
Required
Proposed Tenant Mix
Retail
100,244 SF
1 space per 200 sf gross floor area
501
Discount Stores/Superstores
147,624 SF
1 space per 200 sf gross floor area
738
Fine & Casual Dining
17,000 SF
1 space for every 100 sf of gross floor area, but not less than 10 spaces
170
Fast -Food Restaurant
15,073 SF
1 space for every 100 sf of gross floor area, but not less than 10 spaces
151
C. TOTAL PARKING CODE REQUIREMENT BASED ON FULL OCCUPANCY 1,560
D. PROPOSED PARKING SUPPLY
1,379
E. PARKING SURPLUS/DEFICIENCY (+/-) BASED ON FULL OCCUPANCY (D - C) -181
Notes:
[1] Source: City of Beaumont Municipal Code, Chapter 17.05 - OFF-STREET PARKING AND LOADING STANDARDS; Section 17.05.040 - Parking requirements for land uses.

Page 979 of 2775 ends

TABLE 2
WEEKDAY SHARED PARKING DEMAND ANALYSIS [1]
Oak Valley Village - Beaumont
Land Use
Retail
Discount Stores/
Superstores (Target)
Fine/Casual Dining
Fast -Food Restaurant
Total
Spaces =
1,412
Shared
Parking
Demand
Comparison w/
Parking Supply
1,379 Spaces
Size
Pkg Rate[2]
100.244 KSF
5 /KSF
147.624 KSF
4 /KSF

17.000 KSF
10 /KSF

15.073 KSF
10 /KSF
Gross
Spaces
501 Spc.
590 Spc.
170 Spc.
151 Spc.

Time of Day
Number of
Spaces
Number of
Spaces
Number of
Spaces
Number of
Spaces
Surplus
(Deficiency)
6:00 AM
13 87
0 11
111
1,268
7:00 AM
34 193
4 17
248
1,131
8:00 AM
79 247
11 32
369
1,010
9:00 AM
169
353
16 46
584
795
10:00 AM
284
406
39 85
814
565
11:00 AM
358
464
71 129
1,022
357
12:00 PM
451
525
114
148
1,238
141
1:00 PM
451
525
114
148
1,238
141
2:00 PM
434
525
103
134
1,196
183
3:00 PM
398
525
67 91
1,081
298
4:00 PM
398
506
80 82
1,066
313
5:00 PM
398
459
116
91 1,064
315
6:00 PM
414
406
142
126
1,088
291
7:00 PM
378
329
148
119
974
405
8:00 PM
317
247
148
76 788
591
9:00 PM
218
169
148
46 581
798
10:00 PM
92 63
142
32 329
1,050
11:00 PM
37 40
113
17 207
1,172
12:00 AM
0 26
40 11
77 1,302
Notes:
[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020. [2] Parking rates for all land uses based on City code, except Target parkng rate based on Target's Standard rate of 4 spaces/1,000 SF.

Full '4 H1.,:54911 -11;11. \\ i - \• i i I : , - 1 ,

Page 980 of 2775 ends

TABLE 3
WEEKEND SHARED PARKING DEMAND ANALYSIS [1]
Oak Valley Village - Beaumont
Land Use
Retail
Discount Stores/
Superstores (Target)
Fine/Casual Dining
Fast -Food Restaurant
Total
Spaces =
1,412
Shared
Parking
Demand
Comparison w/
Parking Supply
1,379 Spaces
Size
Pkg Rate[2]
100.244 KSF
5 /KSF
147.624 KSF
4 /KSF

17.000 KSF
10 /KSF

15.073 KSF
10 /KSF
Gross
Spaces
501 Spc.
590 Spc.
170 Spc.
151 Spc.

Time of Day
Number of
Spaces
Number of
Spaces
Number of
Spaces
Number of
Spaces
Surplus
(Deficiency)
6:00 AM
14 71
0 10
95 1,284
7:00 AM
35 101
5 17
158
1,221
8:00 AM
160
129
7 32
328
1,051
9:00 AM
276
189
14 47
526
853
10:00 AM
366
277
18 88
749
630
11:00 AM
456
396
40 132
1,024
355
12:00 PM
481
513
91 151
1,236
143
1:00 PM
501
566
98 151
1,316
63 2:00 PM
501
590
84 137
1,312
67 3:00 PM
481
590
84 93
1,248
131
4:00 PM
461
590
84 85
1,220
159
5:00 PM
416
566
112
93 1,187
192
6:00 PM
386
484
155
130
1,155
224
7:00 PM
361
366
163
123
1,013
366
8:00 PM
336
277
170
78 861
518
9:00 PM
266
189
155
47 657
722
10:00 PM
165
71 155
32 423
956
11:00 PM
55 42
151
17 265
1,114
12:00 AM
0 5
85 11
101
1,278
Notes:
[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020. [2] Parking rates for all land uses based on City code, except Target parkng rate based on Target's Standard rate of 4 spaces/1,000 SF.

Pal h'. Nr-1901122,49I I -flak \cure A i l l
13c1um,mt Parkinv AralWu.-19I I - V',iII VIII

Page 981 of 2775 ends

APPENDIX A

ULI PARKING REQUIREMENTS FOR SHOPPING

CENTER EXCERPTS
LINSCOTT, LAW & GREENSPAN, engineers
LLG Ref. 2-25-4911-1
Oak Valley Village, Beaumont
\ o:2254911 - Oak Valley Village, Beaumont\Parking Analysis \Appendix A Divider.doc

Page 982 of 2775 ends

Parking
Requirements
for Shopping Centers
Summary Recommendations
and Research Study Report
Second Edition
A Survey Study Conducted by Walker Parking Consultants
under the Direction of ULI-the Urban Land Institute and the International Council of Shopping Centers
Urban Land
Institute
Irmattorgel Council

Page 983 of 2775 ends

CHAPTER
Key Recommendations
This report presents [ Of braSe
recommendations for rid kin supple
limed on Center Riz.r Ind makeup. An
analysis of the survey cllala 3 ta4ir Llta,r
these indepsndeni variables der nc L
significantly affect the required park-
ingsupply:

Geographic ar€ar
Urban versus suburban, setting
Large city versus mill city:

On the ocher hand, the amount of
panting neededat a shopping center is
affected by these variables:

Proportion of restaurant, cinema,
and entertainment land uses
Percent of nonauro travel to the
center
Tteatmerir of employee parking
during shopping peaks
S ci the center.

Adinsungnt f errs fair these variables
r ill 1,c discussed later in the reports
Parking Ratio
Iat�le l shows the recommended num-
ber n.f parking spaces pot 1,000 square
feat of gross leasab'k r (GLA).

The table lowed in Appendix A pro-
vides a comprehensive matrix of rec-
o nmendcd ratios, This recommended
provision of poking spaces will pro-
vide the typical shopping Center with
suflicient, poking Rai serve the parking
needs of Ctlat)mcrs and ern .piuytes
at the 204 busiot hoar elf the year.

Moreover, thew recommended rurasrs
provide fora surplus of parking spaces
during all but 19 hers of the more
than 3,000 hours per pm' during
which a shopping center is i pen. Dur-
ing 19 hours of with your, which ate
typically distributed over [Mir peak
shopping dabs, some patrons will not
be 2ble to find vacant apps when
they first enter rave (Train'. The re one.
mended parking ratio are applicable
for canters in which reed shops c u-
py at least ao percent of the GLA.

Canter 31xa ((&A
Um Square Fuse
Leis than 400,E
4 , 59x$,9 '
and over
The recommended pRr1ing r4tirk3in
Table 1 exclude centers in which 2
percent or more •Elf arcupied GL/
is composed of restaurants, enter-
r3inmcnr, and/cur cinemaspace-
The appropriate number cif spaces
for these censers should, be deter-
mined using methodology such as
chat described in the Urban land
Institutes 1983 publication enritled
Arranirrking It defines shared parking.
as "parking sires that can be a lSed ttT
: vc TWO or more individual ]and rases
wi [lima conflict or encroachment."
PJsu, the tiara only -Led in i its study
suggest that for neighborhood and
,rrpit'rinunkty+ centers, the recommended
radio may be as kW as 3„7 spates per
Lodi square fear of GLA provide
Table 1
Recommended Parking Ratios'
otrroyr at GLA. irti Rrsrwraart, Eanteiialnniert arsdir #.iner ue ispoOr g-1ox
4,0

4.0-4.5
shding %Mei
4,5

4.4 d.d]-4-5
dicing scab

4.'5
h
Shared pathingd
Shared parking4
Shared Nitrite
• [YL r,Ei 1,0CO ",Vulire re Imps IepM1 4+#i
L lam twit Islicam above 1e raiment, l r rrttrM ! eF a ti! . i - I!,UM sr aa�r IMt 1114Xt+b be satkakerzi • Fitt omineradrd piiii-g ribs rsTteamHeor n ' r *macs uithwe d 5 Ned Fading K defined as par►xrp'rte ersipp opti supsdfbsonv Nob IV MOM rtid.li.af lard VMS wlJ+url.

Maki rir frlaraarhrnrril

Page 984 of 2775 ends

rhat addii d space are availallt for
restaurants. entertainment, antlior cin-
ema use, However, because of limited
parking data froru [Firm* censers, the
recommended parking ratio of 4.0
spaces per I„0O0 square feet from the
1980 study should still be used,
As shown in T hle A when restaurants.
entertainment,, and cinema space tom=
Fine to equal I I to 20 percent of the
'Haul GL ., a linear inert -1St of 0.03
spate per 1,010 square feet for each
erei.s alp I0 error should ire cal-
culated. For irrst t rte, r 300.000 -square -
foot center in which resraura:nasF enrer-
tiILnnvem, and anenma :lace account
fkar° 14 percent of the total GLA would
requite 4,12 parking 5Ea; ct: per 1,000
giuxre feet,
aAltil Lim& tEl [Spam)
4% excess restaunirtt
enterr1ainrnent, cinema ,a ,I .12
Estrrrnxted ratio 4.12
Ikr mum -mended rat ms with .sliding.
scale, the parking ratio imreasitt or de -
c rs proportiianallywith tiw center's
+g4pire footage. For example, aM 500, -
,1 re-fo center With re 1ararrt, min molt. and cinema spare nom -timing l0 porcerii tar less of the total fat would
require 4-25 spaces per 1,000 pgokale
fri t (lrolf y berikeen the 400,000- and
599,999 -square -foot ratios),
Ctlhud ID l Irat` Cl
The method of travel influences park-
ing k rn al at a center. Employees thr
CLIat:Qrri rs wad) arrive by modus cat
tranSIXDriation other than private 2u10 -
Mobile teCiLiee the d.em.and for
Project Total: 279,941 SF
Restaurant: 32,073 SF
(11.46% Rest/Ent/Cin)

1.46x0.03=0.0438

4.0 + 0.0438 = 4.0438 spaces/1,000 SF
x 279.941 KSF = 1,132 parking spaces recommended

Page 985 of 2775 ends

APPENDIX B

ULI SHARED PARKING WORKSHEETS
LINSCOTT, LAW & GREENSPAN, engineers
LLG Ref. 2-25-491 1-1
Oak Valley Village, Beaumont
VPd800\2254911 -Oak Valley Village, Beaumont\Parking Analysis\Appendix A Dis liler.ilue

Page 986 of 2775 ends

Appendix B

SHOPPING CENTER (TYPICAL DAYS)
WEEKDAY SHARED PARKING DEMAND ANALYSIS [1]
Land Use
Shopping Center (Typical Days)
Sze
Pkg Ratel2l
100.244 KSF
5 /KSF
Mode Adjust
Non -Captive Ratio
Guest Parking Demand
Employee Parldng Demand
Shared Parking Demand

1.00 1.00

1.00 1.00
Gross
Spaces
404 Guest Spc.
97 Emp. Spc.
501 Total Spaces
Time
of Day
% Of
Peak I3I
Peak
Spaces
Jan
Spaces
Feb
Spaces
Mar
Spam,
Apr
Spaces
May
Spaces
J.

Spaces
Jul
Spaces
Aug
Spaces
Sep
Spares
Oct
Spaces
Nov
Spaces
Dee
Spaces
L. Dee
Spaces
%
Peak PI
Peak
Spaces
Jan
Spaces
Feb
Spaces
Mar
Spaces
Apr
Spaces
May
Spaces
J.

Spaces
Jul
Spaces
Aug
Spaces
Sep
Spaces
Oct
Spaces
Nov
Spaces
Dec
Spaces
L. Dee
Spaces
Peak
Spaces
Jm
Spaces
Feb
Spaces
Mar
Spaces
Apr
Spaces
May
Spaces
Jun
Spaces
Jul
Spaces
.Aug
Spaces
Sep
Spaces
Oct
Spaces
Nov
Spaces
Dec
Spaces
L. Dee
Spaces
6:00 AM
1%
4 3
3 3
3 3
3 3
3 3
4 3
9%
9 6
6 7
7 7
7 7
7 7
7 8
9 9
13 8
8 10
10 10
10 10
10 10
10 II
13 12
7:00 AM
5%
20 12
12 14
13 14
14 14
15 13
14 15
20 17
14%
14 10
10 II
II
II
I!
II
12 11
II
12 14
13 34
22 22
25 24
25 25
25 27
24 25
27 34
30 8:00 AM
14%
57 34
35 40
38 41
41 40
42 38
39 43
57 48
23%
22 15
16 17
17 18
18 18
18 17
17 19
22 21
79 49
51 57
55 59
59 58
60 55
56 62
79 69
9:00 AM.
32%
129
76 79
90 86
93 93
90 94
85 89
98 129
110
41%
40 28
28 32
31 33
33 32
33 30
31 34
40 38
169
104
107
122
117
126
126
122
127
I I5
120
132
169
148
10:00 AM
54%
218
129
133
153
146
157
157
153
159
144
150
166
218
185
68%
66 46
47 52
51 54
54 53
55 50
51 57
66 63
284
175
180
205
197
211
211
206
214
194
201
223
284
248
11:00 AM
68%
275
162
168
193
184
198
198
193
201
182
I90
209
275
234
86%
83 57
59 66
64 68
68 66
69 63
65 7I
83 79
358
219
227
259
248
266
266
259
270
245
255
280
358
313
12_:00 PM
90%
364
215
222
255
244
262
262
255
266
240
251
277
364
309
90%
87 60
62 69
67 71
71 70
72 66
68 75
87 83
451
275
284
324
311
333
333
325
338
306
319
352
451
392
1:00 PM
90%
364
215
222
255
244
262
262
255
266
240
251
277
364
309
90%
87 60
62 69
67 71
71 70
72 66
68 75
87 83
451
275
284
324
311
333
333
325
338
306
319
352
451
392
100 PM
86%
347
205
212
243
232
250
250
243
253
229
239
264
347
295
90%
87 60
62 69
67 71
71 70
72 66
68 75
87 83
434
265
274
312
299
321
321
313
325
295
307
339
434
378
3:00 PM
77%
311
183
190
218
208
224
224
218
227
205
215
236
311
264
90%
87 60
62 69
67 71
71 70
72 66
68 75
87 83
398
243
252
287
275
295
295
288
299
271
283
311
398
347
4:00 PM
77%
311
183
190
218
208
224
224
218
227
205
215
236
311
264
90%
87 60
62 69
67 71
71 70
72 66
68 75
87 83
398
243
252
287
275
295
295
288
299
271
283
311
398
347
5:00 PM
77%
311
183
190
218
208
224
224
218
227
205
215
236
311
264
90%
87 60
62 69
67 7I
71 70
72 66
68 75
87 83
398
243
252
287
275
295
295
288
299
271
283
311
398
347
6:00 PM
81%
327
193
199
229
219
235
235
229
239
216
226
249
327
278
90%
87 60
62 69
67 71
71 70
72 66
68 75
87 83
414
253
261
298
286
306
306
299
311
282
294
324
414
361
7:00 PM
72%
291
172
178
204
195
21(1
210
204
212
192
201
221
291
247
90%
87 60
62 69
67 71
71 70
72 66
68 75
87 83
378
232
240
273
262
281
281
274
284
258
269
298
378
330
8:00 PM
59%
238
140
145
167
159
171
171
167
174
157
164
181
238
202
81%
79 55
56 62
61 65
65 63
66 60
62 68
79 75
317
195
201
229
220
236
236
230
240
217
226
249
317
277
9:00 PM
41%
166
98 101
118
I I I
120
120
116
121
110
115
126
166
141
54%
52 36
37 41
40 43
43 42
43 40
41 45
52 49
218
134
138
157
151
163
163
158
164
150
156
171
218
190
10:00 PM
14%
57 34
35 40
38 41
41 40
42 38
39 43
57 48
36%
35 24
25 28
27 29
29 28
29 27
27 30
35 33
92 58
60 68
65 70
70 68
71 65
66 73
92 81
11:00 PM
5%
20 12
12 14
13 14
14 14
15 13
14 15
20 17
18%
17 12
12 13
13 14
14 14
14 13
13 15
17 16
37 24
24 27
26 28
28 28
29 26
27 30
37 33
12:00 AM
0%
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0%
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Notes:
[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020. [21 Parking rates for all land uses based on City code. [31 Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.

Page 987 of 2775 ends

Appendix S

SHOPPING CENTER (TYPICAL DAYS)
WEEKEND SHARED PARKING DEMAND ANALYSIS (1)
Land Use
Shopping Center (Typical Days)
Size
Pkg Rate[21
100.244 KSF
5 /KSF
Mode Adjust
Non -Captive Ratio
Guest Parking Demand
Employee Parldng Demand
Shared Parking Demand

1.00 1.00

1.00 1.00
Gross
Spaces
401 Guest Spc.
100 Emp. Spc.
501 Total Spaces
Time
of Day
% Of
Peak DI
Peak
Spaces
Jan
Spaces
Feb
Spaces
Mar
Spaces
Apr
Spaces
May
Spaces
Jun
Spaces
Jul
Spaces
Aug
Spaces
Sep
Spares
Oes
Spaces
Nov
Spaces
Dee
Spaces
L. Dee
Spaces
%
Peak PI
Peak
Spaces
Jan
Spaces
Feh
Spaces
Mar
Spaces
Apr
Spaces
May
Spaces
Jun
Spaces
Jul
Spaces
Aug
Spaces
Sep
Spaces
Oet
Spaces
Nov
Spaces
Dec
Spaces
L. Dee
Spaces
Peak
Spaces
Jan
Spaces
Feb
Spaces
Mar
Spaces
Apr
Spaces
May
Spaces
Jun
Spaces
Jul
Spaces
.Aug
Spaces
Sep
Spaces
Oct
Spaces
Nov
Spaces
D.

Spares
L. Dee
Spaces
6:00 AM
I%
4 3
3 3
3 3
3 3
3 3
4 3
10%
10 7
7 8
8 8
8 8
8 8
8 9
10 10
14 9
9 II
11 11
II
II
11 II
11 12
14 13
7:00 AM
5%
20 12
12 14
13 14
14 14
15 13
14 15
20 17
15%
15 10
II
12 12
12 12
12 12
11 12
13 15
14 35
22 23
26 25
26 26
26 27
24 26
28 35
31 8:00 AM
30%
120
71 73
84 80
86 86
84 88
79 83
91 120
102
40%
40 28
28 32
31 33
33 32
33 30
31 34
40 38
160
99 101
116
111
119
119
116
121
I09
114
125
160
140
990 AM
50%
201
119
123
141
135
145
145.
141
147
133
139
153
201
171
75%
75 52
53 59
58 62
62 60
62 57
59 65
75 71
276
171
176
200
193
207
207
201
209
190
198
218
276
242
10:00 AM
70%
281
166
171
197
188
202
202
197
205
185
194
214
281
239
85%
85 59
60 67
65 70
70 68
71 65
66 73
85 81
366
225
231
264
253
272
272
265
276
250
260
287
366
320
1 I:00 AM
90%
361
213
220
253
242
260
260
253
264
238
249
274
361
307
95%
95 66
67 75
73 78
78 76
79 72
74 82
95 90
456
279
287
328
315
338
338
329
343
310
323
356
456
397
12_:00 PM
95%
381
225
232
2267
255
274
274
267
278
251
263
290
381
324
100%
100
69 71
79 77
82 82
80 83
76 78
86 100
95 481
294
303
346
332
356
356
347
361
327
341
376
481
419
1:00 PM
100%
401
237
245
28I
269
289
289
28!
293
265
277
305
401
341
100%
100
69 71
79 77
82 82
80 83
76 78
86 100
95 501
306
316
360
346
371
371
361
376
341
355
391
501
436
2:00 PM
100%
401
237
245
281
269
289
289
281
293
265
277
305
401
341
100%
100
69 71
79 77
82 82
80 83
76 78
86 100
95 501
306
316
360
346
371
371
361
376
341
355
391
501
436
3:00 PM
95%
381
225
232
267
255
274
274
267
278
251
263
290
381
324
1000%
100
69 71
79 77
82 82
80 83
76 78
86 100
95 481
294
303
346
332
356
356
347
361
327
341
376
481
419
4:00 PM
90%
361
213
220
253
242
260
260
253
264
238
249
274
361
307
100%
I00
69 7I
79 77
82 82
80 83
76 78
86 100
95 461
282
29I
332
319
342
342
333
347
314
327
360
461
402
5:00 PM
80%
321
189
196
225
215
231
231
225
234
212
221
244
32I
273
95%
95 66
67 75
73 78
78 76
79 72
74 82
95 90
416
255
263
300
288
309
309
30I
313
284
295
326
416
363
6:00 PM
75%
301
178
184
211
202
217
217
211
220
199
208
229
301
256
85%
85 59
60 67
65 70
70 68
71 65
66 73
85 81
386
237
244
278
267
287
287
279
291
264
274
302
386
337
7:00 PM
70%
281
166
171
197
188
202
202
197
205
185
194
214
281
239
80%
80 55
57 63
62 66
66 64
66 61
62 69
80 76
361
221
228
2611
250
268
268
261
271
246
256
283
361
315
8:00 PM
65%
261
154
159
183
175
188
180
183
191
172
180
198
261
222
75%
75 52
53 59
58 62
62 60
62 57
59 65
75 71
336
206
212
242
233
250
250
243
253
229
239
263
336
293
9:00 PM
50%
20I
119
123
141
135
145
145
141
147
133
139
153
201
171
65%
65 45
46 51
50 53
53 52
54 49
51 56
65 62
266
164
169
192
185
198
198
193
201
182
190
209
266
233
10:00 PM
30%
120
71 73
84 80
86 86
84 88
79 83
91 120
102
45%
45 31
32 36
35 37
37 36
37 34
35 39
45 43
165
102
105
120
115
123
123
120
125
113
118
130
165
145
11:00 PM
10%
40 24
24 28
27 29
29 28
29 26
28 30
40 34
15%
15 10
II
12 12
12 12

12. 12
11 12
13 15
14 55
34 35
40 39
41 41
40 41
37 40
43 55
48 12:00 AM
0%
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0%
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Notes:
[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020. [2] Parking rates for all land uses based on City code. [3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 olden "Shared Parking" manual.

Page 988 of 2775 ends

Appendix 0

DISCOUNT STORES/SUPERSTORES
WEEKDAY SHARED PARKING DEMAND ANALYSIS [7]
Land Use
Discount Stores/Superstores
Sze
Pkg Ratel2l
147.624 ROD
4 /KSF
Mode Adjust
Non -Captive Ratio
Guest Parking Demand
Employee Parldog Demand
Shared Parking Demand

1.00 1.00

1.00 1.00
Gross
Spaces
472 Guest Spc.
118 Emp. Spc.
590 Total Spaces
Time
of Day
% Of
Peak DI
Peak
Spaces
Jan
Spaces
Feb
Spaces
Mar
Spaces
Apr
Spaces
May
Spaces
Jun
Spaces
Jul
Spaces
Aug
Spaces
Sep
Spares
Oa
Spaces
Nov
Spaces
Dee
Spaces
L. Dee
Spaces
%
Peak PI
Peak
Spaces
Jan
Spaces
Feh
Spaces
Mar
Spaces
Apr
Spaces
May
Spaces
Jun
Spaces
Jul
Spaces
Aug
Spaces
Sep
Spaces
Oct
Spaces
Nov
Spaces
Dec
Spaces
L. Dee
Spaces
Peak
Spaces
Jan
Spaces
Feb
Spaces
Mar
Spaces
Apr
Spaces
May
Spaces
Jun
Spaces
Jul
Spaces
.Aug
Spaces
Sep
Spaces
Oct
Spaces
Nov
Spaces
Dee
Spares
L. Dee
Spaces
6:00 AM
13%
61 44
44 48
46 49
48 48
49 45
48 52
61 55
22%
26 21
21 23
22 24
23 23
24 22
23 _5
26 26
87 65
65 71
68 73
71 71
73 67
71 77
87 81
7:00 AM
31%
146
105
105
115
111
118
115
115
118
108
115
124
146
131
40%
47 39
39 41
40 43
42 42
43 39
42 45
47 47
193
144
144
156
151
161
157
137
161
147
157
169
193
178
8:00 AM
40%
189
I36
136
149
144
153
149
149
153
140
149
161
189
170
49%
58 48
48 51
50 53
52 52
53 49
52 55
58 58
247
184
184
200
194
206
201
201
206
189
201
216
247
228
9:00 AM
58%
274
197
197
216
208
222
216
216
222
203
216
233
274
247
67%
79 65
65 70
68 72
70 70
72 66
70 75
79 79
353
262
262
286
276
294
286
286
294
269
286
308
353
326
10:00 AM
67%
316
228
228
250
240
256
250
250
256
234
250
269
316
284
76%
90 74
74 79
77 82
80 80
82 76
80 86
90 90
406
302
302
329
317
338
330
330
338
310
330
355
406
374
11:00 AM
76%
359
258
258
284
273
291
284
284
291
266
284
305
359
323
89%
105
86 86
92 90
96 93
93 96
88 93
100
105
105
464
344
344
376
363
387
377
377
387
354
377
405
464
428
12:00 PM
89%
420
302
302
332
319
340
332
332
340
311
332
357
420
378
89%
105
86 86
92 90
96 93
93 96
88 93
100
105
105
525
388
388
424
409
436
425
425
436
399
425
457
525
483
1:00 PM
89%
420
302
302
332
319
340
332
332
340
311
332
357
420
378
89%
105
86 86
92 90
96 93
93 96
88 93
100
105
105
525
388
388
424
409
436
425
425
436
399
425
457
525
483
2:00 PM
89%
420
302
302
332
319
340
332
332
340
311
332
357
420
378
89%
105
86 86
92 90
96 93
93 96
88 93
100
105
105
525
388
388
424
409
436
425
425
436
399
425
457
525
483
3:00 PM
89%
420
302
302
332
319
340
332
332
340
311
332
357
420
378
89%
105
86 86
92 90
96 93
93 96
88 93
100
105
105
525
388
388
424
409
436
425
425
436
399
425
457
525
483
4:00 PM
85%
401
289
289
317
305
325
317
317
325
297
317
341
401
361
89%
105
86 86
92 90
96 93
93 96
88 93
100
105
105
506
375
375
409
395
421
410
4I0
421
385
410
441
506
466
5:00 PM
76%
359
258
258
284
273
291
284
284
291
266
284
305
359
323
85%
100
82 82
88 86
9I
89 89
91 84
89 95
100
100
459
340
340
372
359
382
373
373
382
350
373
400
459
423
6:00 PM
67%
316
228
228
250
240
256
250
250
256
234
250
269
316
284
76%
90 74
74 79
77 82
80 80
82 76
80 86
90 90
406
302
302
329
317
338
330
330
338
310
330
355
406
374
7:00 PM
54%
255
184
184
201
194
207
201
201
207
189
201
217
255
230
63%
74 61
61 65
64 67
66 66
67 62
66 70
74 74
329
245
245
266
258
274
267
267
274
251
267
287
329
304
8:00 PM
40%
189
136
136
149
144
153
149
149
153
140
149
161
189
170
49%
58 48
48 51
50 53
52 52
53 49
52 55
58 58
247
184
184
200
194
206
201
201
206
189
201
216
247
228
9:00 PM
27%
127
91 91
100
97 103
100
100
103
94 100
108
127
114
36%
42 34
34 37
36 38
37 37
38 35
37 40
42 42
169
125
125
137
133
141
137
137
141
129
137
148
169
156
10:00 PM
9%
42 30
30 33
32 34
33 33
34 31
33 36
42 38
18%
21 17
17 18
18 19
19 19
19 18
19 20
221
21 63
47 47
51 50
53 52
52 53
49 52
56 63
59 11:00 PM
4%
19 14
14 15
14 IS
15 15
15 14
15 16
19 17
18%
21 17
17 18
18 19
19 19
19 18
19 20
21 21
40 31
31 33
32 34
34 34
34 32
34 36
40 38
12:00 AM
1%
5 4
4 4
4 4
4 4
4 4
4 4
5 5
18%
21 17
I7
18 I8
19 19
19 19
18 19
20 21
21 26
21 21
22 22
23 23
23 23
__
23 24
26 26
Notes:
[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020. [2] Parking rates for all land uses based on City code. [3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of den "Shared Parking" manual.

Page 989 of 2775 ends

Appendix B

DISCOUNT STORES/SUPERSTORES
WEEKEND SHARED PARKING DEMAND ANALYSIS [1]
Land Use
Discount Stares/Superstores
Sze
Pkg Ratel2l
147.624 KSF
4 /KSF
Mode Adjust
Non -Captive Ratio
Guest Parking Demand
Employee Parldag Demand
Shared Parking Demand

1.00 1.00

1.00 1.00
Gross
Spaces
472 Guest Spc.
118 Emp. Spc.
590 Total Spaces
Time
of Day
% Of
Peak ID
Peak
Spaces
Jan
Spaces
Feb
Spaces
Mar
Spaces
Apr
Spaces
May
Spaces
Jun
Spaces
Jul
Spaces
Aug
Spaces
Sep
Spares
Oct
Spaces
Nov
Spaces
Dee
Spaces
L. Dee
Spaces
%
Peak 131
Peak
Spaces
Jan
Spaces
Feh
Spaces
Mar
Spaces
Apr
Spaces
May
Spaces
Jun
Spaces
Jul
Spaces
Aug
Spaces
Sep
Spaces
Oet
Spaces
Nov
Spaces
Dec
Spaces
L. Do
Spaces
Peak
Spaces
Jan
Spaces
Feb
Spaces
Mar
Spaces
Apr
Spaces
May
Spaces
Jun
Spaces
Jul
Spaces
.Aug
Spaces
Sep
Spaces
Oct
Spaces
Nov
Spaces
Do
Spares
L. Dee
Spaces
6:00 AM
10%
47 34
34 37
36 38
37 37
38 35
37 40
47 42
20%
24 20
20 21
21 22
21 21
22 20
21 23
24 24
71 54
54 58
57 60
58 58
60 55
58 63
71 66
7:00 AM
15%
71 51
51 56
54 58
56 56
58 53
56 60
71 64
25%
30 25
25 26
26 27
27 27
27 25
27 29
30 30
101
76 76
82 80
85 83
83 85
78 83
89 101
94 8:00 AM
20%
94 68
68 74
71 76
74 74
76 70
74 80
94 85
30%
35 29
29 31
30 32
31 31
32 29
31 33
35 35
129
97 97
105
101
108
105
105
108
99 105
113
129
120
9:00 AM
30%
142
102
102
112
108
115
112
112
115
105
112
121
142
128
40%
47 39
39 41
40 43
42 42
43 39
42 45
47 47
189
141
141
153
148
158
154
154
158
144
154
166
189
175
10:00 AM
45%
212
153
153
167
161
172
167
167
172
157
167
180
212
191
55%
65 53
53 57
56 59
58 58
59 55
58 62
65 65
277
206
206
224
217
231
225
225
231
212
225
242
277
256
11:00 AM
65%
307
221
221
243
233
249
243
243
249
227
243
261
307
276
75%
89 73
73 78
77 81
79 79
81 75
79 85
89 89
396
294
294
321
310
330
322
322
330
302
322
346
396
365
12:00 PM
85%
401
289
289
317
305
325
317
317
325
297
317
341
40I
361
95%
Ill
92 92
99 96
102
100
100
102
94 100
106
112
112
513
381
381
416
401
427
417
417
427
391
417
447
513
473
1:00 PM
95%
448
323
323
354
340
363
354
354
363
332
354
381
448
403
100%
118
97 97
104
101
107
105
105
107
99 105
112
118
118
566
420
420
458
441
470
459
459
470
431
459
493
566
521
2:00 PM
100%
472
340
340
373
359
382
373
373
382
349
373
401
472
425
100%
118
97 97
104
101
107
105
105
107
99 105
III
118
118
590
437
437
477
460
489
478
478
489
448
478
513
590
543
3:00 PM
100%
472
340
340
373
359
382
373
373
382
349
373
401
472
425
1000%
118
97 97
104
101
107
105
105
107
99 105
112
118
118
590
437
437
477
460
489
478
478
489
448
478
513
590
543
4:00 PM
100%
472
340
340
373
359
382
373
373
382
349
373
401
472
425
100%
I18
97 97
104
101
107
105
105
107
99 105
Ill
118
1I8
590
437
437
477
460
489
478
478
489
448
478
513
590
543
5:00 PM
95%
448
323
323
354
340
363
354
354
363
332
354
381
448
403
100%
II8
97 97
104
101
107
105
105
107
99 105
I12
118
118
566
420
420
458
441
470
459
459
470
431
459
493
566
52I
6:00 PM
80%
378
272
272
299
287
306
299
299
306
280
299
321
378
340
90%
106
87 87
93 91
96 94
94 96
89 94
101
106
106
484
359
359
392
378
402
393
393
402
369
393
422
484
446
7:00 PM
60%
283
204
204
224
215
229
224
224
229
209
224
241
283
255
70%
83 68
68 73
71 76
74 74
76 70
74 79
83 83
366
272
272
297
286
305
298
298
305
279
298
320
366
338
8:00 PM
45%
212
153
153
167
161
172
167
167
172
157
167
180
212
191
55%
65 53
53 57
56 59
58 58
59 55
58 62
65 65
277
206
206
224
217
231
225
225
231
212
225
242
277
256
9:00 PM
30%
142
102
102
112
ION
115
112
112
115
105
I12
121
142
128
40%
47 39
39 41
40 43
42 42
43 39
42 45
47 47
189
141
141
153
148
158
154
154
158
144
154
166
189
175
10:00 PM
10%
47 34
34 37
36 38
37 37
38 35
37 40
47 42
20%
24 20
20 21
21 22
21 21
22 20
21 23
24 24
71 54
54 58
57 60
58 58
60 55
58 63
7I
66 11:00 PM
5%
24 17
17 19
18 19
19 19
19 18
19 20
24 22
15%
18 15
15 16
IS
16 16
16 16
15 16
17 18
18 42
32 32
35 33
35 35
35 35
33 35
37 42
40 12:00 AM
I%
5 4
4 4
4 4
4 4
4 4
4 4
5 5
0%
0 0
0 0
0 0
0 0
0 0
0 0
0 0
5 4
4 4
4 4
4 4
4 4
4 4
5 5
Notes:
[1] Source: ULI - Urban Land Institute "Shared Parking," Third Edition, 2020. [2] Parking rates for all land uses based on City code. [3] Percentage of peak parking demand factors reflect relationships between weekday parking demand ratios and peak parking demand ratios, as summarized in Table 2-2 of den "Shared Parking" manual.

Page 990 of 2775 ends

Appendix B

FINECASUAL DINING
WEEKDAY SHARED PARKING DEMAND ANALYSIS 111
Land Use
Fine/Casual Dining
Size
Pkg Ramp]

17.000 KSF
10 IKSF
Mode Adjust
Non -Captive Ratio
Guest Parking Demand
Employee Perking Demand
Shared Parldng Demand

1.00 1.00

1.00 1.00
Cross
Spaces
145 Guest Spe.
25 Emp. Spe.
170 Total Spam
Time
of Day
v.or
Paaa ISI
re.a
sU.

Jae
sues _
Feb r
specs _
5 Apr
sP0
May
spec _
Jun
SPaces
Jul
=
SP..,
Aug
SPaees
Sep
s
(Yet
sPl1
Nor
s
or.
sp0ee _
L. Dee
Spaces
a
a
Peak 131
Peak
s =
Jan
_
Spaces
Feb
space _
Mae
_
Spates
Apr
swle�
May
Spates
sou
Spaces
Jul
Spaces
Aag
_
Spaces
Sep
Spaces
Oct
Spaces a
Nov
Spates
Dec
spec a
L. OH
sp0 =
Peek
e
Spaces
.tan
Spaces
Feb Ma.
e
Spaces
=
Spaces
Apr
space _
May
=
Spaces
Jan
swl.e a
Jul
sP0
Aug
sere =
Sep
sP0
Oct
s =
Nov
spree=
Dec
s
L. Dee
splla
6:00 AM
tl..s
Dee
6 0
uses
0 Use
0a
Use
7:00 AM
11%
0 0
0 0
0 0
0 0
0 0
0 0
0 0
17%
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
811!1 AM
0'l:
11 11
0 0
11 11
0 0
0 0
0 0
0 11
440
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
9:00 AM
0%
0 0
0 0
6 0
0 0
0 0
0 0
0 0
65%
16 16
16 16
16 16
16 16
16 16
16 16
16 16
16 16
16 16
16 lb
16 16
16 lb
16 16
16 I6
10481 .334
/1%
19 I7
17 19
I8
14 IS
IS
In
17 I8
I7
19 18
79%
20 20
20 20
20 20
20 20
20 20
20 20
2_0
20 39
37 37
39 38
39 38
38 38
37 38
37 34
38 11:00 AM
35%
51 45
44 50
48 50
48 49
49 45
47 45
51 48
793,E
20 20
20 20
20 20
20 20
20 20
20 20
20 20
II
65 64
70 68
70 68
69 69
65 67
65 71
68 12:00 PM
63%
94 83
82 92
88 93
88 90
90 84
87 84
44 89
793
20 20
20 20
20 10
20 20
20 20
20 20
20 20
114
103
102
112
108
113
108
110
110
104
107
104
114
109
1:00 PM
65%
94 83
82 92
88 93
88 90
90 84
87 84
94 69
793,
20 20
20 20
20 20
20 20
20 20
20 20
20 20
114
103
102
I12
108
II3
108
II0
110
104
107
104
I14
109
2:00 PM
77"a
83 73
72 81
78 82
78 80
80 74
77 74
83 79
79",,
20 20
211
20 20
20 20
20 20
20 20
211
20 20
103
_
101
06 102
96 100
100
94 97
94 1113
99 3:00 PM
15%
51 45
44 50
40 50
48 49
49 45
47 45
SI
48 65%
16 16
I6
16 16
16 16
16 16
16 16
16 10
16 67
Al
60 66
64 66
64 65
65 61
63 61
67 64
4:00 PM
44"s
64 56
56 63
60 63
60 61
61 57
60 57
64 61
65'6,
16 16
16 16
16 ID
16 16
16 16
16 16
16 16
80 72
72 79
76 79
76 77
77 73
76 73
811
77 5:00 PM
65%
94 83
82 92
86 93
88 90
90 84
87 134
94 89
873
22 22
22 22
22 22
22 22
22 __
__
22 116
105
104
114
110
115
110
112
112
106
109
106
116
I11
6:00 PM
63'/,,
120
106
104
1 18
113
119
113
1 15
115
107
112
107
120
114
87%
__
22 22
22 22
22 22
__
__
__
__
__

142
128
126
140
135
141
133
137
137
129
134
129
142
136
7:00 PM
87%
126
I I I
110
123
118
125
116
Ill
121
1 12
I17
112
126
120
87%
22 __
2_
__
22 22
22 22
__
22 22
22 __
22 148
133
132
145
140
147
140
143
143
134
139
134
148
142
8:00 PM
87'%
126
III
110
123
118
125
I/O
121
III
II"
ILI
III
126
120
87%
__
__
__
12 22
__
__
22 21
_..
12 __
__
__
148
133
132
145
140
147
140
143
143
134
139
134
148
142
9:00 PM
87%
126
III
II0
123
IIe
125
118
111
121
112
117
1112
126
120
87%
22 22
22 22
22 22
22 22
22 22
22 22
22 22
148
133
132
145
140
147
140
143
143
134
139
134
148
142
10:00 PM
N3%
120
106
104
I ltl
II3
I IY
111
1 15
IIS
107
112
107
120
1 14
87`16
.
22 22
_,.
22 22
__
__
__
22 __
__
142
128
126
140
135
141
135
137
137
129
134
129
142
136
11:00 PM
63%
94 83
82 92
88 93
88 90
90 84
87 84
94 89
74%
19 19
19 19
19 19
19 19
19 19
19 19
19 19
1 13
102
101
III
107
112
107
109
109
103
106
103
113
108
12:011 AM
22".
32 28
28 31
30 32
30 31
31 28
30 08
32 30
31%
8 n
4 6
8 8
8 8
8 8
8 8
6 8
40 36
36 39
38 40
38 39
39 36
38 36
411
38 Notes:
[I] Source: ULI- Urban Land Institute "Shared Parking;" Thud Edition, 2020. [2] Parking rates for all land uses based on City code. [3] Percentage of peek parking demand hem. select reladwahips between weekday parking demand ratios and peak parkingdemand ratios,as summarized in Table 2-2 of the "Shared Parking" manual.

Page 991 of 2775 ends

Appendix B

FINE/CASUAL DINING

WEEKEND SHARED PARKING DEMAND ANALYSIS
Land Use
Flue/Casual Dining
Size
Pkg Ramp]

17.000 KSF
10 /NSF
Mode Adjust
Non -Captive Ratio
Guest Parking Demand
Employee Parking Demand
Shared Parking Demand

1.00 1.00

1.00 1.00
Cross
Spaces
146 Guest Spe.
24 Emp.Spe.
170 Total Spaces
Time
of Day
v. or
raklol
F 06
sP0
Jae
s _
Feb .
_
sp0
5 Apr
SW,.

May
s
Jun
_
sPtia
Jul
s =
Aeg
sessra
Sep
s .

Oct
sPlln
Nan
s
ore
_
sp0
L. Dee
s =
oA Of
3006151
reek
s =
Jan
_
sPtia
Feb
s _
Mar
_
sP0
xpr
5 May
sPti
Jon
sere
Jul
sP �a
Aag
s _
Sep
sP0
Oct
spa _
Nov
sPlln
Dee
spec _
Leon
sp0 =
Peak
s r
One
sP0
Feb Ma.
spec ,
sP �a =
Apr
spar.. _
May
_
sP0e
Jun
5 Jul
sPtia
Aug
s
Sep
sP0
Oct
s
Nov
Dec
s
L. Dee
sP1
6:00 AM
.,
ure•
tl..s
Ure
Ore
p
Ure
urea
u.a
/
Ure
0 tle.s
0a
um

11.°
Ure
oa
Ure
7:00 AM
II%
0 0
0 0
0 0
0 0
0 0
0 0
0 9
20%
5 5
5 5
5 5
5 5
5 5
5 S'
5 $
5 5
5 $
5 5
5 5
5 5.
8:011 AM
111ti
0 II
0 0
11 0
0 0
0 0
0 0
0 II
90%
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
9:00 AM
0%
0 0
0 0
0 0
0 0
0 0
0 0
0 0
60%
14 14
14 14
14 14
14 14
14 14
14 14
14 14
14 14
14 14
14 14
14 14
14 14
14 14
14 14
10:011 AM
I
0 0
0 II
11 0
0 0
0 0
0 0
0 0
75%
II
19 II
18 18
I8
II
18 I8
18 18
IS
18 18
18 IS
18 18
II
18 18
18 II
18 18
18 18
18 11:00 AM
I5a6
22 19
19 22
21 22
21 21
21 20
20 20
22 21
75%
18 18
I8
IS
18 18
I8
18 18
IS
18 IS
18 18
40 37
37 40
39 40
39 39
39 38
38 38
40 39
12:00 PM
50%
70 64
64 72
69 72
09 70
70 65
68 65
73 69
75%
18 18
18 II
I8
18 I8
18 18
18 18
18 I8
18 91
82 82
90 87
90 87
88 88
83 86
83 91
87 I:00 PM
55%
80 70
70 78
75 79
75 77
77 71
74 71
80 76
75%
I8
18 IS
18 IS
II
IS
18 IS
18 It
18 I8
18 98
88 88
96 93
97 93
95 95
89 92
89 98
94 2:00 PM
45%
66 58
57 65
62 65
62 63
63 59
61 59
66 63
75%
18 18
18 IS
18 18
I8
18 18
18 I8
IS
I8
18 84
76 75
83 80
83 80
8I
81 77
79 77
84 8I
3:00 PM
45%
66 58
57 65
62 65
62 63
63 59
01 59
66 63
75%
18 18
18 IS
II
18 18
18 18
18 IB
18 IN
18 84
76 75
83 80
63 80
81 NI
77 79
77 84
81 4:00 PM
45%
66 58
57 67
62 65
62 63
69 59
61 59
66 63
75%
18 18
I8
18 18
18 18
I8
18 I8
18 I8
18 I8
84 79
75 83
80 89
80 01
81 77
79 77
84 81
5:00 PM
60%
g8
77 77
86 83
87 83
84 04
78 82
78 88
84 100%
24 24
24 24
24 24
24 24
24 24
24 24
24 24
Ill
101
101
110
107
III
107
108
108
102
106
102
112
108
6:00 PM
90%
131
1 15
114
128
12_3
130
123
126
I"_6
117
122
117
131
124
100%
24 24
24 24
24 24
24 24
24 24
24 24
24 24
155
139
138
152
147
154
147
150
150
141
146
141
155
148
7:00 PM
95%
139
122
121
136
III
138
131
133
133
124
129
124
139
132
100%
24 24
24 24
24 24
24 24
24 24
24 24
24 24
163
146
145
160
155
162
155
157
157
14R
153
148
163
ISO
8:00 PM
100%
146
128
127
143
137
145
137
140
140
130
136
130
146
139
100'%
24 24
24 24
24 24
24 24
24 24
24 24
24 24
170
152
1%
167
161
169
161
164
104
154
160
154
170
163
9:00 PM
90%
131
115
114
128
123
130
123
1126
126
117
122
117
131
124
100%
24 24
24 24
24 24
24 24
24 24
24 24
24 24
155
139
138
152
147
154
/47
150
150
141
/46
141
/55
148
10:00 PM
90%
131
1 15
114
128
123
130
123
126
126
1 17
122
1 17
131
124
100%
24 24
24 24
24 24
24 24
24 24
24 24
24 24
155
139
138
152
147
154
147
150
150
141
146
141
155
148
11:00 PM
90"4
131
1 15
114
128
123
130
123
126
126
1 17
122
117
131
124
85%
29 20
20 20
20 20
20 20
20 20
20 20
20 20
151
135
134
148
143
150
143
146
146
137
142
137
151
144
12:00 AM
50"..
73 64
64 72
69 72
69 70
711
65 68
65 73
69 50%
12 12
12 12
12 12
12 12
12 12
12 12
12 12
85 79
76 84
81 84
81 82
82 77
80 77
87 81
Notes:
[1] Source: ULI- Urban Land Institute "Shared Parking," Third Edition,2020. [2] Parking rates for a0 land uses based on City code.
[3] Percentage of peak parking demand &eters reflect reladonehips between weekday parking demand ratios and peak parkingdernand ratios, as summarized in Table 2-2 of the "Shared Parking" manual.

Page 992 of 2775 ends

Appendix B
FAST.F00D RESTAURANT
WEEKDAY SHARED PARKING DEMAND ANALYSIS 111
Land Use
Fast -Food Restaurant
Size
Pkg Rate[21

15.073 KSF
I0 IKSF
Mode Adjust
Non -Captive Ratio
Guest Parking Demand
Employee Parking Demand
Steered Parking Demand

1.00 1.00

1.00 1.00
Cross
Spaces
130 Guest Spe.
21 Emp. Spe.
151 Total Spaces
Time
of Day
%.or
Peak
e5n
rank
Spaces
Jae
Spaces
Feb .

Spates
a
Spam
Apr
Spates
May
Spaces
Jun
Spaces
Jul
spec .

Aeg
Spaces
Sep
Spaces
spa
Oat
Spaces
Nan
Spaces
Den
space n
L. Dee
sp.° a
96 Of
Pevkle
Peak
a
Jan
sp«
Feb
s4.e a
Mar
spree a
Apr
sgen
May
sP.�
Jan
sp4e
Jul
spree
Ana
sp.a a
Sep
spin
Oct
sp4e a
Nov
sP}n
Dec
spe,•e a
L. OH
e
s4
Peek
a
Spaces
Jan
e
spID e
Feb Ma.
a
s10
Spaces
Apr
Spam
.

May
Spaces
spl
Jan
a
sllL
Jul
sPl
Aug
a
slle
Sep
spl
Oct
a
slle
Nov
span
Dec
a
slle
L.Dee
spl
6:00 AM
^II
J
4 4
le
In
l"
Ill
In
7:00 AM
10%
13 Il
11 13
12 13
13 13
13 12
12 12
12 12
20%
4 4
4 4
4 4
4 4
4 4
4 4
4 4
17 IS
15 17
16 17
17 17
17 16
16 16
16 16
8100 AM
20%
26 __
22 _
3 26
25 26
26 24
25 24
25 _
29%
6 6
6 6
6 6
6 6
6 6
6 6
6 6
32 28
26 31
31 3_
31 32
32 30
31 30
31 31
9:00 AM
29%
38 32
32 37
36 38
37 38
39 33
36 33
36 36
39%a
8 8
8 &
8 8
8 8
8 &
8 8
8 &
46 40
40 45
44 46
45 46
46 43
44 43
44 44
10:00 AM
54 e
70 60
60 69
67 69
69 70
70 65
67 64
67 67
73%
IS
14 I4
IS
IS
IS
IS
II
15 IS
15 IS
IS
15 85
74 74
83 62
84 84
85 85
80 82
79 82
82 11:00 AM
63",,
108
92 92
105
103
107
106
IOU
108
100
104
99 104
103
90°%
21 20
20 21
21 21
21 21
21 21
21 21
21 21
129
112
112
126
124
128
127
129
129
121
125
120
125
124
12:00 PM
98". "
127
108
108
123
121
126
124
127
127
III
122
117
122
121
98%
21 20
20 21
21 21
21 21
21 21
21 21
21 21
148
128
128
144
142
147
145
148
148
139
143
138
143
142
1:00 PM
98°%
127
108
108
123
121
126
124
127
127
118
122
117
122
121
98%
21 20
20 21
21 21
21 21
21 21
21 2I
21 2I
148
128
128
144
142
147
145
148
148
139
143
138
143
142
2:00 PM
88'x"
114
97 97
I I I
108
1 13
112
1 14
114
106
109
105
109
108
93%
20 19
19 20
20 20
20 20
20 20
20 20
20 20
134
116
116
131
128
133
132
134
134
126
129
125
129
128
3:00 PM
59%
77 65
65 75
73 76
75 77
77 72
74 71
74 73
69%
14 13
13 14
14 14
14 14
14 14
14 14
14 14
91 78
78 89
87 90
89 91
91 06
88 X85
08 87
4:00 PM
54"]
70 611
60 68
67 69
69 70
70 65
67 64
67 67
59%
12 12
12 12
12 12
12 12
12 12
12 12
12 12
62 72
72 811
79 81
81 82
62 77
79 76
79 79
5:00 PM
59%
77 63
65 75
73 76
75 77
77 72
74 71
74 73
69%
14 13
13 14
14 14
14 14
14 14
14 14
14 14
91 78
78 89
87 90
89 01
91 86

88. 55
08 87
6:00 PM
03%
108
92 92
105
103
107
106
105
IIIB
100
104
99 104
103
88%
18 17
17 18
18 I8
18 I8
IS
18 18
18 18
18 126
109
109
123
III
125
124
126
126
118
122
117
122
Ill
7:00 PM
78%
101
86 86
98 96
100
99 101
101
94 97
93 97
96 88%
18 I7
17 IS
18 18
18 I8
IS
18 18
18 IS
18 119
103
103
116
114
118
1 17
119
119
112
1 15
III
1 15
114
8:00 PM
49%
64 54
54 62
61 63
63 64
64 60
61 59
61 61
59%
12 12
12 12
12 12
12 12
12 12
12 12
12 12
76 66
66 74
73 75
75 76
76 72
73 71
73 73
9:00 PM
29%
38 32
32 37
36 38
37 38
38 35
36 35
36 36
39%
8 8
8 8
8 8
8 8
8 8
8 8
I
0 40
40 40.
45 44
46 45
46'
46 43
44 43
44 44
10:00 PM
20%
26 22
22 25
25 26
25 26
26 24
5 24
_
_5
29%
6 6
6 6
6 6
6 6
6 6
6 6
6 32
28 28
31 31
32 31
32 3,.
30 31
30 31
31 11:00 PM
10%
13 11
II
13 12
13 13
13 13
12 12
12 12
12 20%
4 4
4 4
4 4
4 4
4 4
4 4
4 4
17 15
I5
17 16
I7
17 17
17 16
16 16
16 16
12:00 AM
3"
7 6
6 7
7 7
7 7
7 7
7 6
7 7
20%
4 4
4 4
4 4
4 4
4 4
4 4
4 4
10 10
II
II
I
II
I I
II
II
I I
III
I I
I I
Notes:
[I] Source: ULI- Urban Land Institute"Shased Parking;" Third Edition, 2020. [2] Parking rates for a0 land uses based on City code.
[3] Pettemage of peak parking demand therms re0eet reladwdhips between weekday parking demand ratios and peak parkingdemand(Dios,es summarised in Table 2-2 of the "Shared Parking" manual.

Page 993 of 2775 ends

Appendix B
FAST.F000 RESTAURANT
WEEKEND SHARED PARKING DEMAND ANALYSIS j1)
Land Use
Fest-Food Restaurant
Size
Pkg Ramp]

15.073 KSF

ID IKSF
Mode Adjust
Non -Captive Ratio
Guest Parking Demand
Employee Parking Demand
Shared Parking Demand

1.00 1.00

1.00 1.00
Cross
Spaces
130 Guest Sp..
21 Emp.Spc.
151 Total Spam
Time
ape):
v. or
Pak In
e5
rank
sp'=
i.e
s _
Feb .
sp�ee _
s
Apr
sP'en
May
spa
.run
sP �n
Jul
.

SP..,
Aeg
sp,n
Sep
spa .
00 sP°<n
Nor
speeea
or.
s� a _
L. Dee
s =
Of
Peaklsl
Peak
s
Jan
_
spa
Feb
sp3ee .

Mar
_
Apr
sp3en
May
sP3�
aou
Jul
sp3.. .

Aag
s _
Sep
sp3 n
on
.

Nov
sP3en
Dee
sp}ee .

Lon
=
Peak
a
Opera
Jan
spye a
Feb Mar
spec
_
sp1Ue
Apr
_
s10
May
_
sp10e
Jun
s10
Jul
sP10n
Aug
sloe
Sep
sp10e
on
slue
Nov
Dee
slue
L. Dee
sp10n
6:00 AM
^
flee
'en
7 15%
,.e
3 3a
i
9 7:00 AM
10%
13 Il
11 13
12 13
13 13
13 12
12 12
12 12
20%
4 4
4 4
4 4
4 4
4 4
4 4
4 4
17 15
IS
17 16
17 17
17 17
16 16
I6
16 16
810!1 AM
201's
26 __
22 25
25 26
25 26
26 24
25 24
25 25
30%
6 6
6 6
6 6
6 6
6 6
6 6
6 6
32 28
28 31
II
_
31 32
32 30
31 30
31 31
9:00 AM
30%
39 33
33 38
37 39
38 39
39 36
37 36
37 37
40%
8 8
8 &
8 8
8 8
8 8
8 8
8 &
47 41
41 46
45 47
46 47
47 44
45 4p
45 45
10:00 AM
22%
72 61
61 70
68 71
71 72
72 67
69 66
69 68
75%
16 15
IS
16 16
16 16
16 16
16 16
16 16
16 88
76 76
86 84
87 87
88 88
83 85
82 85
84 11:00 AM
11 94
94 108
105
110
109
III
III
103
107
102
107
105
100%
21 20
20 21
21 21
21 21
21 21
21 21
21 21
132
114
1 14
129
126
131
130
132
132
124
128
123
128
126
12:00 PM
100'%
130
III
III
126
124
129
127
130
130
121
125
120
125
124
100"53
21 20
20 21
21 21
21 21
21 21
21 21
21 21
151
I31
131
147
145
I50
148
151
IS1
142
146
141
146
145
1:00 PM
100%
130
III
III
126
124
129
127
130
130
121
125
120
125
124
100%
21 20
20 21
21 2I
21 2I
21 2I
21 2I
21 21
151
131
131
147
145
150
148
151
ISI
142
146
141
146
145
2:00 PM
90%
II7
99 99
I 13
I I I
1 16
115
1 17
117
109
112
108
112
I I I
95%
20 19
19 20
20 20
20 20
20 20
20 20
20 20
137
116
II S
133
131
130
135
137
137
129
132
129
132
III
3:00 PM
60%
78 66
66 76
74 77
76 78
78 73
75 72
75 74
70%
I5
14 14
15 15
15 15
15 15
IS
15 15
I5
IS
93 80
80 91
89 92
91 93
93 88
90 87
90 89
4:00 PM
72 61
61 711
68 71
71 72
72 67
69 66
69 68
60%
IS
12 12
13 13
13 13
13 13
13 13
13 13
13 RS
73 73
83 61
84 84
85 85
80 82
79 82
81 5:00 PM
60%
78 66
66 76
74 77
76 78
78 73
73 72
75 74
70%
15 14
14 IS
15 15.
15 15
IS
15 15
IS
13 15
93 80
80 91
89 92
91 93
93 48
90 87
90 89
6:00 PM
85%
I I I
94 94
108
105
110
109
III
III
103
III
102
107
105
90%
19 18
18 19
19 II
IS
19 IS
II
I9
19 19
19 130
III
112
127
124
129
128
130
130
122
126
121
126
124
7:00 PM
80%
104.
88 88:
101
99 103
102
104
104
97 100
96 100
99 90%
19 II
IA
19 19
19 19
19 19
19 19
19 19
19 123
096
106
120
1 18
122
121
123
123
116
119
115
1 19
III
8:00 PM
50%
65 55
55 63
62 64
64 65
65 60
62 60
62 62
60%
13 12
12 13
13 13
13 I3
13 13
IS
13 13
13 78
67 67
76 75
77 77
78 78
73 75
73 75
75 9:00 PM
30%
39 33
33 38
37 39
38 39
39 36
37 36
37 37
40%
8 8
4 8
8 8
8 8
8 8
8 8
5 8
47 41
41 46
45 47
46 47
47 44
45 44
45 45
10:00 PM
20%
26 22
22 25
25 26
25 26
26 24
5 24
_
_5
30%
6 6
6 6
6 6
6 6
6 6
6 6
6 32
28 28
31 31
32 31
32 3,.
30 31
30 31
31 11:00PM
1096
13 II
II
13 12
13 13
13 13
12 12
12 12
12 20%
4 4
4 4
4 4
4 4
4 4
4 4
4 4
17 15
15 17
16 17
17 17
17 16
16 16
16'
16 12:00 AM
=
7 6
6 7
7 7
7 7
7 7
7 6
7 7
20%
4 4
4 4
4 4
4 4
4 4
4 4
4 4
10 10
I
1 I
11 II
i t
I
III
1 11
Notes:
[I] Source: ULI- Urban Land Institute "Shored Parking," Third Edition.2020. [2] Parking rates for all lard uses based on City code. [3] Percentage of peak parking demand facmm reflect reladonneps between weekday parking demand ratos and peak parkingdemand ratios, as summarized in Tab42-2 of dm "Shared Parking" manual.

Page 994 of 2775 ends

OPEN SPACE VARIANCE
The proposed project will add 279,941 of gross leasable area, 247,868 SF being retail and 32,073 SF being restaurant. In order to meet parking, access and visibility requirements and demands of the retailers that will occupy this site, we are unable to meet the required 7,600 SF of open space per Beaumont Municipal Code Section

17.03.080.G.6. There is currently 7,500 SF of landscape islands and there will be 4,680 SF of patio space, allowing outdoor seating for restaurant businesses.

In addition to the requirements from the retailers, this project is required to designate 23 acres to the south of the for

6.0 acres of conservation area within the Multiple Species Habitat Conservation Plan Area; and approximately 17.1 acres within Noble Creek has been set aside outside of the Criteria Area.

Given these restraints, we kindly ask the City of Beaumont to allow a variance and waive this requirement since we are unable to meet the code.

Page 995 of 2775 ends

License Number Status
250014 ACTIVE
256812 ACTIVE
477135 ACTIVE
506271 ACTIVE
License Type
Orig. Iss. Di Expir. Date Primary Owner
20 9/17/1990 4/30/2025 HOLIDAY RETREATS INC
41 3/11/1991 2/28/2026 HOLIDAY RETREATS INC
20 5/6/2011 4/30/2026 BEAUMONT SERVICE STATION INC
47 3/16/2011 2/28/2026 MORONGO BAND OF MISSION INDIANS

Page 996 of 2775 ends

Premises Addr.
32300 SAN TIMOTEO CANYON RD,REDLANDS, CA 92373Census Tract: 0438.22 32300 SAN TIMOTEO CANYON RD, STE B,REDLANDS, CA 92373Census Tract: 0438.22 97 BEAUMONT AVE,BEAUMONT, CA 92223Census Tract: 0438.22 36211 CHAMPIONS DR,BEAUMONT, CA 92223-9702Census Tract: 0438.22

Page 997 of 2775 ends

Business Name Geo Code
FISHERMANS RETREAT 3300
FISHERMANS RETREAT 3300
BEAUMONT SERVICE STATION INC 3302
MORONGO GOLF CLUB 3302

Page 998 of 2775 ends

Mapping Solutions, LLC
111334 Pleasa.rtt Va91ey^ Rd N328 Perm VEd.tay, 95946 Phone: 'He -5f,8 -71.Q, tftpr rna ,p ry gr taiLcoen Serving the Real Estate industry with usefut„ prdessional, € ta.

Certified Property Owner's Lisa
F If•:
0,77
Vit y" ?-e9- oed-liaM1 e7le7
So")
I iertby certify that the attached list contains the names and addres of till] perms 10 whom till p p r1>. is assumcil u,a. they ap- pear nn Litt Istei a..1 -1414e. asseimmul t r]l of the county within the ar=a described on the attached application and for all proper- ties W-tlda 3.6761. feet from the exterior boundaries of the perry deacrib d an the mtiauhei .l.ipl ication, as of Se-/Z-JI---
Subject Parcel number /,r 9-b s
AO 0 i ?
I certify tinder penal of perjury the forgoing is true and correct to the best or rr ti. literwledge, information IS eked IrtliabIC but not goaraulIced
(Sighed) - - Date Prepared )'
79r/z,...f-
Name
Phone n
e? --(67

Page 999 of 2775 ends

ro Mapping Solutions, LW
354 Pie want Valley RR.d #32.8 Penn Vallevi 95946 Ploy :3 $00.560104I dataritornappinegmaiLeorn Serving the Real Estate industry with useful, professional, data. curiiFT dd ProperlyOwner's List Affidavit
iL
RE: VflY 41"9-4> &VI 40 all CA9 Cie 00
/4/46(1,5
I I ruby° etroify ow 11u .ILI:ILIKLI I lr°L ._1:01iUI►. Li*L! itarous And addresse of allperson:, ILh :odium' all prtipvty i3 messed as they pear r on tlx late yr ' ,I�a�bybe assessment roll oldie county within thlc area described on the astaclied application and for all proper- i70,77°107- i. fed Amin lie exterior hounrdtLrIc. i f the property d rib d tin Mc attached anpli ion, as of &kiwi. Parcei nether y ,e).?''aai iii ao 1 42661:„..0111 , I certify under penallly of perjury the forgoing is inn arid correct to Ilse best ormy knowledge. Intarrriation r •deemed reliable but not paranteed.
fate F € e /9/9/447e
•,2-1/4,,4/4vc /zit 6764,-, sp.-1
:ELS --(41.,r7

Page 1000 of 2775 ends
Page 1001 of 2775 ends

APN NAME

REGENCY CENTERS ACQUISITIONS, LLC,

DRC ENGINEERING, INC - RENE VARGA

REGENCY CENTERS - CHRIS SANCHEZ
414-070-008 OAK VALLEY VILLAGE
414-080-001 OAK VALLEY VILLAGE
414-080-002 OAK VALLEY VILLAGE
414-080-003 OAK VALLEY VILLAGE
414-080-004 OAK VALLEY VILLAGE
414-080-005 OAK VALLEY VILLAGE
414-080-006 OAK VALLEY VILLAGE
414-090-019 OAK VALLEY VILLAGE
400-520-001 B & M OIL SERVICES INC
400-520-002 B & M OIL SERVICES INC
400-520-003 B & M OIL SERVICES INC
400-520-005 CITY OF BEAUMONT
400-520-007 BP OIL
400-520-008 B & M OIL LAND INC
400-520-009 THRIFTY PAYLESS INC/GREAT CHI INV
400-530-003 ANDREW JIN-CHAN CHERNG
400-530-004 ANDREW JIN-CHAN CHERNG
400-530-005 NOBLE CREEK VILLAGE
400-530-006 NOBLE CREEK VILLAGE
400-530-007 OAK VALLEY EXPRESS
400-561-004 DAVID T STOPPER
400-561-005 PETE P /SAN JUANITA AMARO
400-561-006 ROBERT PAUL ALEXANDER/MELISSA RAE KIRKLAND
400-561-007 MELISSA BERUMEN
400-561-008 GUSTAVO /ISABEL VICTORIA NEGRETE
400-561-009 IGNACIO S /CYNTHIA A AGUILAR
400-561-010 RONNIE LEW/KRISTEN LEW
400-561-011 VANNARETH HENG
400-561-012 MICHAEL JOHN /KIM S BELL

ADDRESS CITY STATE ZIP
A FLORIDA LLC ONE INDEPENDENT DR #114 JACKSONVILLE FL 32202 APPLICANT 160 SOUTH OLD SPRINGS RD #2: ANAHEIM HILLS CA
420 STEVENS AVE #320 SOLANA BEACH CA
9595 WILSHIRE BLVD #710 BEVERLY HILLS CA
9595 WILSHIRE BLVD #710
9595 WILSHIRE BLVD #710
9595 WILSHIRE BLVD #710
9595 WILSHIRE BLVD #710
9595 WILSHIRE BLVD #710
9595 WILSHIRE BLVD #710
9595 WILSHIRE BLVD #710
100 BARITONE
100 BARITONE
100 BARITONE
P 0 BOX 158
29980 TEMECULA PKWY
886 OAK VALLEY PKWY
3579 E FOOTHILL BLVD
1120 N TOWN CENTER DR #150
1683 WALNUT GROVE AVE
15957 AURORA CREST DR
15957 AURORA CREST DR
102 HEATHER MIST
1409 EVERGREEN AVE
1401 EVERGREEN AVE
797 ASPEN GLEN LN
793 ASPEN GLEN LN
789 ASPEN GLEN LN
783 ASPEN GLEN LN
127 RAINBOW LN
4444 N 25TH ST
11916 GREENBLUFF WAY

BEVERLY HILLS CA

BEVERLY HILLS CA

BEVERLY HILLS CA

BEVERLY HILLS CA

BEVERLY HILLS

BEVERLY HILLS

BEVERLY HILLS
IRVINE
IRVINE
IRVINE

BEAUMONT

TEMECULA

BEAUMONT

PASADENA

LAS VEGAS

ROSEMEAD

WHITTIER

WHITTIER
IRVINE

BEAUMONT

BEAUMONT

BEAUMONT

BEAUMONT

BEAUMONT

BEAUMONT

REDLANDS

PHOENIX

YUCAIPA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
NV
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
AZ
CA
92808 ENGINEER
92075 REPRESENTATIVE
90212
90212
90212
90212
90212
90212
90212
90212
92620
92620
92620
92223
92592
92223
91107
89144
91770
90605
90605
92618
92223
92223
92223
92223
92223
92223
92374
85016
92399

Page 1002 of 2775 ends

400-561-013
400-561-014
400-561-015
400-561-016
400-561-017
400-561-018
400-561-019
400-561-020
400-561-021
400-561-055
400-561-056
400-562-008
400-562-009
400-562-013
400-562-014
414-070-006
414-070-007
414-080-007
414-090-007
414-090-014
414-120-021
414-130-060
414-130-061

ANTHONY F ROSSETTI

MARTIN MENDOZA

MANUEL BRIAN /GABRIELA JIMENEZ ROMERO

SALVADOR LUNA/MARIA GALVAN VARGAS

JORGE L/ASHLEE D SOSA

LEONARD MICHAEL/MEGAN MARIE CHAVEZ

INDOLFO /EDITH PINEDA

JOSE GUADALUPE ORTIZ/ELVIRA GONZALEZ DEORTIZ

BRIAN CANFIELD

CITY OF BEAUMONT

CITY OF BEAUMONT

VEN ESSA /ERN EST SANCHEZ

PATRICIA ANNE CAMPBELL

TREVOR /MEGAN HAGER

JAZMIN I JUAREZ

BEAUMONT HOLDINGS

BEAUMONT UNIFIED SCHOOL DIST

BEAUMONT HOLDINGS

BEAUMONT LANDING

SOUTHERN PACIFIC TRANSPORTATION CO

SOUTHERN PACIFIC TRANSPORTATION CO

CITY OF BEAUMONT

CITY OF BEAUMONT
635 AMERICAN AVE
749 ASPEN GLEN LN
741 ASPEN GLEN LN
735 ASPEN GLEN LN
727 ASPEN GLEN LN
721 ASPEN GLEN LN
715 ASPEN GLEN LN
711 ASPEN GLEN LN
707 ASPEN GLEN LN
P 0 BOX 158
P 0 BOX 158
1412 EVERGREEN AVE
778 WILLOW CT
756 WILLOW CT
1405 BRIAR OAK WAY
3313 W WARNER AVE
PO BOX 187
3313 W WARNER AVE
3380 LA SIERRA AVE #104
1700 FARNAM ST
1700 FARNAM ST
P 0 BOX 158
P 0 BOX 158
BEAUMONT CA 92223
BEAUMONT CA 92223
BEAUMONT CA 92223
BEAUMONT CA 92223
BEAUMONT CA 92223
BEAU MONT CA 92223
BEAUMONT CA 92223
BEAUMONT CA 92223
BEAUMONT CA 92223
BEAUMONT CA 92223
BEAUMONT CA 92223
BEAUMONT CA 92223
BEAUMONT CA 92223
BEAUMONT CA 92223
BEAUMONT CA 92223
SANTA ANA CA 92704
BEAUMONT CA 92223
SANTA ANA CA 92704
RIVERSIDE CA 92503
OMAHA NE 68102
OMAHA NE 68102
BEAUMONT CA 92223
BEAUMONT CA 92223

NI
PAR 2
ISO AC
eis\
rs 469,E
'�i711 0444
266002 121.1

1.38 AC ML
POR PAR$
140.06 AC
IC
P.

Ora
PARR6
0 PM 229146
kle,""..(11/

16.03 AC MIL
cP 5.52
ACM/L
LP

47. -a
P R 75
POR PAR 25

4.49 AC t
1,1.11.13 112.,1
PARE _ _ _ - . t4fH_ 5tREE7 ,. ._. - .. ..

N a9.5O1 E �- ire.... .. IBS. Je ^A/!Y
— tvwc.rca 170.4O! - YIREE 147N:_ -m -I
STREET
11-7
4'
FOR PAR 2S
PAR 26
I
P2
- --� -_-;
-V/'-f 3 WY

04.37 8.9.52 8708
1723 ML
EX
915 Ac. ML
231O0
LOT I

Page 1003 of 2775 ends

L.
(MEIN 51.10F) e
zcl» e9 .0011
_ 14TH
I
46 Ill
raase.44E „2z2N �- - - -STREET.

L'P*( \ fi
Q 3
40 C.99.29�J
.11.90 .. 99

Si?
29 56
PART

3.56 RC
44/z
4 �---�_ 750 a2 t,_,121.16
07 1.38 AC ML

POR PARS
100,06 AC
PM 229(46
y7
16,03 AC M!L
1� 5.52
ACM/L
Ito
vla
wf
11 •
173 AC
PAR 1

11.33 AC
POR PAR 28

3.21 AC

1.13AC 5
310 Mt

1.79 AC
PAR 26
L_ne.21 11
a
STREET VAR .. _ _ taiiL _ .. _ _-. W :••. - _ _
TREET 4 IEK y. en•. f;"11-'\ 72.
- - - NJ9.•w9•E froRPl- STTi'Ef^—^ I+ Tf'1.--T s
Z:O/r4°
n
UL0/A)O
TI
Cjf(
C WV AM c. t� �� 84 a7 80.52 :17.08 9.15 Ac. ML
•
136 1Z� • 2400
1723 ML
tOT L

Page 1004 of 2775 ends

4TH _
zas
SPENT-._-
-r _
r.ev.b7-u
esaz zBz� 'f'+tE I
010600,04 114124 a STREEL - ....f�-
en L. a7 -10
u:.aa
J

VERY 624O'
Easy Peer Address Labels
Bend along line to expose Pop-up Edge'
Go to avery.com/templates
Use Avery Template 5160 I

REGENCY CENTERS ACQUISITIONS, LLC,

A FLORIDA LLC
ONE INDEPENDENT DR #114
JACKSONVILLE FL 32202
414-070-008/080-001-006,019

OAK VALLEY VILLAGE
9595 WILSHIRE BLVD #710
BEVERLY HILLS CA 90212
400-520-007
BP OIL
29980 TEMECULA PKWY
TEM ECU LA CA 92592
400-530-003

ANDREW JIN-CHAN CHERNG
1120 N TOWN CENTER DR #150
LAS VEGAS NV 89144
400-530-007

OAK VALLEY EXPRESS
102 HEATHER MIST
IRVINE CA 92618
400-561-006

ROBERT PAUL ALEXANDER /MELISSA

RAE KIRKLAND
797 ASPEN GLEN LN
BEAUMONT CA92223
400-561-009

IGNACIO S /CYNTHIA A AGU ILAR
783 ASPEN GLEN LN
BEAUMONT CA92223
400-561-012

MICHAEL JOHN /KIM S BELL
11916 GREENBLUFF WAY
YUCAI PA CA 92399
400-561-015

MANUEL BRIAN /GABRIELA JIMENEZ
ROMERO
741 ASPEN GLEN LN
BEAUMONT CA 92223
400-561-018

LEONARD MICHAEL /MEGAN MARIE
CHAVEZ
721 ASPEN GLEN LN
BEAUMONT CA 92223

DRC ENGINEERING, INC - RENE VARGA
160 SOUTH OLD SPRINGS RD #210
ANAHEIM HILLS CA 92808
400-520-001-003

B & M OIL SERVICES INC
100 BARITONE
IRVINE CA 92620
400-520-008

B&M OIL LAND INC
886 OAK VALLEY PKWY
BEAUMONT CA 92223
400-530-004
ANDREW J1N-CHAN CHERNG
1683 WALNUT GROVE AVE
ROSEMEAD CA 91770
400-561-004

DAVID T STOPPER
1409 EVERGREEN AVE
BEAUMONT CA 92223
400-561-007

MELISSA BERUMEN
793 ASPEN GLEN LN
BEAUMONT CA 92223
400-561-010

RONNIE LEW/KRISTEN LEW
127 RAINBOW LN
REDLANDS CA 92374
400-561-013

ANTHONY F ROSSETTI
635 AMERICAN AVE
BEAUMONT CA 92223
400-561-016

SALVADOR LUNA/MARIA GALVAN
VARGAS
735 ASPEN GLEN LN
BEAUMONT CA 92223
400-561-019

INDOLFO/EDITH PINEDA
715 ASPEN GLEN LN
BEAUMONT CA 92223

REGENCY CENTERS - CHRIS SANCHEZ
420 STEVENS AVE #320
SOLANA BEACH CA 92075
400-520-005/561-055,056/414-130-
060,061

CITY OF BEAUMONT
PO BOX 158
BEAUMONT CA 92223
400-520-009

THRIFTY PAYLESS INC/GREAT CHI INV
3579 E FOOTHILL BLVD
PASADENA CA 91107
400-530-005,006

NOBLE CREEK VILLAGE
15957 AURORA CREST DR
WH ITTI ER CA 90605
400-561-005

PETE P /SAN JUANITA AMARO
1401 EVERGREEN AVE
BEAUMONT CA 92223
400-561-008

GUSTAVO /ISABEL VICTORIA NEGRETE
789 ASPEN GLEN LN
BEAUMONT CA 92223
400-561-011

VANNARETH HENG
4444 N 25TH ST
PHOENIX AZ 85016
400-561-014

MARTIN MENDOZA
749 ASPEN GLEN LN
BEAUMONT CA 92223
400-561-017

JORGE L /ASH LEE D SOSA
727 ASPEN GLEN LN
BEAUMONT CA 92223
400-561-020

JOSE GUADALUPE ORTIZ/ELVIRA

GONZALEZ DECRTIZ
711 ASPEN GLEN LN
BEAUMONT CA 92223
Pat: avery.com/patents
Etiquettes d'adresse Easy Peel®
Reptiez la hachure afin de reveler le rebord Pop-up'� f Allez a avery.ca/gabarits
Utilisez le Gabarit Avery 5160 i

AVERY,
624®"''"`
Easy Peel'°'Address Labels
Bend along line to expose Pop-up Edge°
Go to avery.com/templates
Use Avery Template 5160 I
400-561-021

BRIAN CANFIELD
707 ASPEN GLEN LN
BEAUMONT CA 92223
400-562-013

TREVOR /MEGAN HAGER
756 WILLOW CT
BEAUMONT CA 92223
414-070-007

BEAUMONT UNIFIED SCHOOL DIST
PO BOX 187
BEAU MONT CA 92223
400-562-008

VENESSA/ERNEST SANCHEZ
1412 EVERGREEN AVE
BEAUMONT CA 92223
400-562-014

JAZMIN I JUAREZ
1405 BRIAR OAK WAY
BEAUMONT CA 92223
414-090-007

BEAUMONT LANDING
3380 LA SIERRA AVE #104
RIVERSIDE CA 92503
400-562-009

PATRICIA ANNE CAMPBELL
778 WILLOW CT
BEAUMONT CA 92223
414-070-006,007

BEAUMONT HOLDINGS
3313 W WARNER AVE
SANTA ANA CA 92704
414-090.014/120-021

SOUTHERN PACIFIC TRANSPORTATION
CO
1700 FARNAM ST
OMAHA NE 68102
Pat: avery.com/patents
Etiquettes d'adresse Easy Peel
Repliez a la hachure afin de reveler le rebord Pop-up' I Allez a avery.ca/gabarits
Utilisez le Gabarit Avery 5160

— Column

INTERIM AD DRAFT
This is the proof of your ad scheduled to run in The Press -Enterprise on the dates indicated below.

If changes are needed, please contact us prior to deadline at (951) 368-9229.

Notice ID: uhVYclg57aeHOOIcsY69 I Proof Updated: May. 02, 2025 at 02:34pm PDT Notice Name: Regency
FILER
Nicole Wheelwright
[email protected]
(951) 572-3237
Columns Wide: 4

FILING FOR
The Press -Enterprise
Ad Class: Legals
05/07/2025: City Notices 286.70
Subtotal $286.70
Tax% 0
Total $286.70
See Proof on Next Page
Regency - Page 1 of 2

Page 1007 of 2775 ends

LEGAL ADVERTISEMENT
Norms IS HE R CRY C.1 gt+rlIio:I ItpuHIP eftetaannimxrtw'111can€i tQ public hc,®rinpi la consider the matter described 'Wow. The Proemial; (O11411Trt851CKV5 PUNIC Irleorino wilt I* I> 11I tit 47LXimm. on V'recirie ci Allow 2d„ 2025. et 550 Ectst, Ixth Street., B# 1Unm in1, Ciallir roRL PIM Roo CPI P2024 -X 4e]. 5M� rte LP ,N121 ai . Vsmorms 4V2I324- aid 112025 -0034. wid Dos LAN1 i-01T'7)
i=oradrrtr a oubllic hearing 10 cons dera retiaesi for approval ai sr f,!pi Plrtrll. .IirI I rolartivaL Varlr alKes for Parking Grid dra?ela Sarrlt'i', arra de elgorrlant;aartyemnni 1ocan mx lltaynl Ior hats rrroleel 1s Regency Centers.. LP PnblIc comments nts can bra made in person, using tan public comment Mono line erla , ,r1ree t mall-Fhnra® In cornrne,ntsvellltaenccehledtxy Conte u1Ii MRlrinOlPrlpolblIcGrpmIrdv*nlc risible 922-4845 Prior to the correepondirra item, Plobtlr nis shall aril exOF.ecl hrep colrlutes lrrnie ofherease oulhorizeo br 1i'Ie Plowing ii1. ` elleo cowmen's oiso be enIcallee to °NIcole!45M1 ilealutatonlC0:aa V P' f Ile comme'its CFCCiPted Vicked+nrtllll wII I be reed aloud ilk -Irmo the CorresmilillrIci uteri OP me r rwn rie.ellniD. Coa ren cant r.4s ls foe s rgrti led lurnw time prior No the nmeettna cm mrelloCharing the ahteetlelu Ur111I the ere' al'Me cui-remanding item.

T111� rrralleo will iX conduricMn Iii ,Dc.r&ora eirld y+,+ll1 bet rez0rn.EO for Ilvrr 5Ir orn r.o. All City of I r,clumc,rar puhllc Tree lno5 will be made avail r do vie Ilwrstreamlrrfrt and raxKFe mxclllcdrlry DIA 1lre Cllyrrs cil lclal.

YouTubeweepooe. Ple#tse me the tot true I Ir16c ow -roll Ire rneetnry tor Ili stream °ecce s: BeautroonKodoolitt Iv:� lrecrni iMelodvArecillon
Senior Plem r
'normhl4ICUar Ixc1umrnrlca.crcru
The .Enierprtsu
PUIattQ Sr'1
Regency - Page 2 of 2

Page 1008 of 2775 ends

Ui i ff

BEAUMONT

Page 1009 of 2775 ends

PLANNING COMMISSION RESOLUTION
PC2025-02

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF BEAUMONT

RECOMMENDING THAT THE CITY COUNCIL OF THE CITY OF BEAUMONT

APPROVE AND ADOPT A PROPOSED DEVELOPMENT AGREEMENT BY AND

BETWEEN THE CITY OF BEAUMONT AND BEAUMONT REGENCY AVG LLC WHEREAS, Article 2.5 of Chapter 4 of Division 1 of Title 7 (commencing with Section 65864) of the Government Code of the State of California (herein referred to as the "Statute") authorizes a city to enter into a contract which is called a development agreement in order to establish with certainty what regulations will govern the construction of a development; and WHEREAS, in accordance with the Statute, the City Council of the City of Beaumont (herein referred to as the "City Council") adopted Resolution No. 1987-34 on May 11, 1987, establishing procedures and requirements for the consideration of development agreements (herein referred to as the "City Procedures"); and
WHEREAS, in accordance with the Statute and the City Procedures, the Planning Commission must hold a public hearing for the development agreement and forward a recommendation to the City Council upon making five specific findings as stipulated in Section 301 of the City Procedures; and
WHEREAS, the Planning Commission of the City of Beaumont (the "Planning Commission") received an application for a Development Agreement ("Development Agreement No. 2025-0177) from Beaumont Regency AVG (the "Owner"), for that certain real property located at the southeast corner of Oak Valley Parkway and the San Bernardino (I-10) Freeway in the City of Beaumont, County of Riverside, State of California, as generally depicted on the map attached hereto as Exhibit A and incorporated herein by this reference (the "Property"), for the purpose of allowing the Owner to construct a commercial development consisting of approximately 279,941 square feet of retail, restaurant, office and other commercial uses (the "Project"); and
WHEREAS, the Development Agreement (PLAN2025-0177) is proposed in conjunction with a request for (i) Plot Plan Approval PP2024-0059 to permit the construction of one nationally recognized major retailer, one nationally recognized grocer, and several nationally recognized restaurants and shop tenants; (ii) Sign Program Approval PLAN 2024-0157 to permit one freeway pylon sign, two project pylon signs, and two monument signs; (iii) Parking Variance V2024-0019 to reduce the required number of parking spaces required by the Municipal Code; and Open Space Variance V2025-0031 to reduce the amount of open space otherwise required by the Municipal Code (the "Planning Entitlements"); and

Page 1010 of 2775 ends

WHEREAS, Section 17.070.030.G of the Beaumont Municipal Code currently prohibits the construction, erection or use of any billboards in the City -- billboards being defined as "a permanent sign structure used for the display of offsite commercial messages, other than a directional sign, which directs attention to a business, commodity, service or entertainment conducted, sold or offered elsewhere than upon the premises where the sign is located, or to which it is affixed"; and
WHEREAS, Owner submitted a request to construct a freeway oriented digital display that brands the City of Beaumont and the shopping center, provides panel space for on -site tenant promotion, and a changeable display for on -site, off -site and City promotional advertising; and WHEREAS, as part of the Development Agreement application, Owner requested relief from the prohibition and requests authorization from the City to construct a freeway oriented digital display that brands the City of Beaumont and the shopping center, provides panel space for on -site tenant promotion, and a changeable display for on -site, off -site and City promotional advertising; and
WHEREAS, the Development Agreement authorizes the digital display subject to conditions of approval and Owner's obligation to obtain separate approval of a sign permit from the Planning Commission approvals from all other entities with jurisdiction including but not limited to Cal Trans, if applicable, and indemnifying and holding the City harmless from any claims related thereto; and
WHEREAS, the Development Agreement and the Planning Entitlements constitute the "Project Approvals"; and
WHEREAS, on May 28, 2025, the Planning Commission conducted a public hearing for and then approved the Project Approvals and adopted a Resolution establishing conditions of approval and making findings pursuant to the California Environmental Quality Act; and WHEREAS, the Property is approximately 29 acres in size, consisting of a portion of a larger parcel assemblage totaling 64 acres -- the Owner proposes to separately process a lot line adjustment to create the Property for the purposes of the Project, also setting aside parcels for conservation purposes and a detention basin; and
WHEREAS, the Property is located in the "CC" Community Commercial zone, and is designated for general commercial land uses by the General Plan; and

Page 1011 of 2775 ends

WHEREAS, the Development Agreement provides for the development of the Project, vests the Land Use Entitlements for a prescribed term, and contributes public funding for off -site public improvements established as a condition of regulatory approval in an amount not exceed the actual costs of said public improvements and where the City maintains no proprietary interest in the overall project in accordance with Labor Code Section 1720; and WHEREAS, pursuant to and in accordance with the provisions of the California Environmental Quality Act (Public Resources Code Section 21000 et seq. (herein referred to as "CEQA"), the State of California Guidelines for the Implementation of the California Environmental Quality Act (commencing with Section 15000 of Title 14 of the California Code of Regulations herein referred to as the "CEQA Guidelines"), and the City's CEQA Procedures, the City is the "lead agency" for the preparation and consideration of environmental documents for the Project; and
WHEREAS, a project specific Environmental Impact Report was prepared in February 2007 for a 411,709 square foot general commercial project on a larger 41 -acre project site, and certified by the City Council in April 2007; and
WHEREAS, the City adopted a General Plan and Zoning Update ("2020 GPU"); and certified a Program Environmental Impact Report in October 2020 ("2020 GPU EIR"), enabling the City to consider broad policy alternatives and program -wide mitigation measures with individual project submittals thereby streamlining the approval process; and WHEREAS, State CEQA Guidelines Section 15183 (Public Resources Code §21083.3), provides that projects which are consistent with the development density established by a Community Plan, General Plan, or Zoning for which an environmental impact report (EIR) has been certified "shall not require additional environmental review, except as might be necessary to examine whether there are project -specific significant effects which are peculiar to the project or its site ... this streamlines the review of such projects and reduces the need to prepare repetitive environmental studies;" and
WHEREAS, pursuant to Section 15183(c) of the State CEQA Guidelines, "(i)f an impact is not peculiar to the parcel or to the project, has been addressed as a significant effect in the prior EIR, or can be substantially mitigated by the imposition of uniformly applied development policies or standards...then an additional EIR need not be prepared for the project solely on the basis of that impact;" and
WHEREAS, the Planning Commission has reviewed the Project and analyzed it based upon the provisions in Section 15183 (Consistency with a General Plan, Community Plan, or

Page 1012 of 2775 ends

Zoning) and Section 15162 (Subsequent EIRs and Negative Declarations) of Title 14 of the California Code of Regulations (State CEQA Guidelines); and WHEREAS, a Section 15183 Compliance Report ("CEQA Report") was prepared for the Project by Ascent Environmental to evaluate the physical environmental impacts of the Project and the CEQA Report was made available for review on the City's website at www.Beaumont.net; and
WHEREAS, the CEQA Report finds that "because the proposed Project is consistent with the 2020 GPU and because the Project would not result in any new or more severe impacts to the environment beyond what was previously evaluated and disclosed as part of the 2020 GPU EIR, no additional environmental review is required for the proposed Project beyond the analysis and conclusions provided in Section 4 of the CEQA Report"; and WHEREAS, in conformance with CEQA and the CEQA Guidelines, a Mitigation Monitoring Reporting Program was prepared for the previous project in 2007 and includes mitigation measures that are both program -wide and specific to the Site, which may apply to the new Project based on the proposed CEQA Section 15183 Exemption; and WHEREAS, the Planning Commission did hold a public hearing in the City of Beaumont on May 28, 2025, at 6:00 p.m., notice of said public hearing having been duly given as required by law, to hear and consider evidence for the Development Agreement and to hear and consider evidence for and against the Project and related actions, and to investigate and make findings and recommendations in connection therewith; and
WHEREAS, the Planning Commission determines that the evidence in the record constitutes substantial evidence to support the actions taken and the findings made in this Resolution, that the facts stated in this Resolution are supported by substantial evidence in the record, including testimony received at the public hearing, the staff presentations, the staff report and all materials in the project files. There is no substantial evidence, nor are there other facts, which negate the findings made in this Resolution. The Planning Commission expressly declares that it considered all evidence presented and reached these findings after due consideration of all evidence presented to it.

NOW, BE IT FURTHER RESOLVED that the Planning Commission does hereby recommend that the City Council approve the Development Agreement, in the form presented at this meeting, based upon the following facts and findings:

SECTION 1. Compliance with the California Environmental Quality Act. The Planning Commission hereby finds and determines that the Project meets the requirements of CEQA

Page 1013 of 2775 ends

Guidelines Section 15183, and as such, no additional CEQA review, such as a Subsequent or Supplemental EIR or MND, is required for the project and that a Notice of Exemption shall be filed with the appropriate agencies.

SECTION 2. Compliance with the Statute and City Procedures. The Planning Commission hereby finds and determines that the Development Agreement complies with the Statute and City Procedures, specifically:

1. The proposed Development Agreement is consistent with the objectives, policies, general land uses and programs specified in the general plan and any applicable specific plan.

2. The proposed Development Agreement is compatible with the uses authorized in, and the regulations prescribed for, the applicable zoning district(s) in which the Project is and will be located.

3. The proposed Development Agreement is in conformity with public convenience, general welfare and good land use practice.

4. The proposed Development Agreement is not otherwise detrimental to the health and safety of the citizens of the City of Beaumont.

5. The proposed Development Agreement will not adversely affect the orderly development of property or the preservation of property values.

SECTION 3. Resolution. This Resolution shall take effect immediately upon adoption.

PASSED, APPROVED AND ADOPTED at a regular meeting of the Planning Commission of the City of Beaumont, California, held on the 28th day of May 2025, by the following roll call vote:

AYES: Cooley, Koblin, Cueva, Southard
NOES:

ABSTAIN: Smith
ABSENT:

By:

Philip Southard, Chair
City of Beaumont

Page 1014 of 2775 ends

PP2024-0059 Aerial Photograph
Notes
RCIT) o
0 752 1,505 Feet
*IMPORTANT* Maps and da ta are to be u sed for re ference purposes only. Map features are appr ox mate, and ar e not necessarily accurate to surveying or engineering standards. The County of Riverside makes no warranty or guarantee as to the content (the source is often third party), acc urac y, timeliness, or completeness of any of the data provided, a nd assumes no legal responsibility for the information co ntained on this map. Any use of this product with respect to accuracy and precision shall be the sole responsibility of the user.

REPORT PRINTED ON.. .5/16/2025 9:02:58 AM © Riverside County GIS Legend
jJ County Boundary
City Boundaries
Parcels, Public
Blu eline Streams
City Areas

OFF -SITE TRAFFIC IMPROVEMENTS REIMBURSEMENT AGREEMENT
(Oak Valley Parkway Improvements)
This Off -Site Traffic Improvements Reimbursement Agreement (the "Agreement") is made this day of , 2025 by and between the City of Beaumont, a California municipal corporation ("City"), and Beaumont Regency AVG ("Owner").

RECITALS
A. Owner has a legal and equitable interest in approximately 28.95 acres of land located within the City of Beaumont, Riverside County, California along the south side of Oak Valley Parkway, approximately 500 feet east of Interstate 10 (I-10) that is legally described and depicted on Exhibit "A" attached hereto and incorporated herein by this reference ("Property").

B. Owner and the City are parties to that certain Development Agreement, dated 2025 and recorded with the Official Records of Riverside County as Document No. as (the "Development Agreement"), pursuant to which the City vested Owner with certain land use entitlements for development of a commercial shopping center and provided for reimbursement of costs for certain public improvements on the terms and conditions set forth therein (the "Project").

This Agreement serves as the Off -Site Traffic Improvements Reimbursement Agreement referenced in Section 2.7.1 of the Development Agreement. Notwithstanding anything herein to the contrary, this Agreement shall be of no force or effect unless and until the Ordinance approving the Development Agreement becomes effective as this Agreement is being entered into in furtherance of the implementation of the Development Agreement.

C. Pursuant to the Development Agreement, Owner submitted applications for various land use entitlements to the City and was conditioned to construct certain public improvements as a condition precedent to development and operation of the Project.

D. As a condition of regulatory approval by the City, the Owner shall design, construct and install, among other things, the following public improvements in or along Oak Valley Parkway:
pavement, curbs/gutters/sidewalks, streetlights, traffic signal installations or modifications, parkway landscape/irrigation, sewer, water, storm drain, and dry utility installations or relocations all in accordance with the land use entitlements and the conditions of approval for the Project (the "Public Improvements"). The City and the Owner will benefit from a coordinated plan of design, engineering and construction of the Public Improvements and the development of the Project.

E. The City and Owner desire that the Owner initially finance and construct the Public Improvements, subject to a single reimbursement payment from the City for actual costs incurred upon completion and satisfaction of all conditions precedent pursuant to the terms, conditions, requirements and procedures set forth herein and in the Development Agreement. The scope of work and estimated cost for the Public Improvements is described in Exhibit "B" attached hereto and incorporated herein by reference. The City will make a reimbursement payment up to the Maximum Reimbursement amount as that term is defined in Section 2.7.1 of the Development Agreement using any and all legally available funds of the City.

F. The City, by its approval of this Agreement, has determined that it will obtain no 84683.001 - 435666.3
1

Page 1016 of 2775 ends

advantage from undertaking the construction by the City directly of the Public Improvements and that the provisions of this Agreement require that the Public Improvements constructed by the Owner be constructed as if they had been constructed under the direction and supervision of the City. The Owner hereby represents that it has experience in the supervision of the construction of improvements of the character of the Public Improvements.

G. The City and Owner intend that this Agreement shall contain all of rights, requirements, and obligations of Owner and the City related to the Public Improvements.

NOW, THEREFORE, for good and valuable consideration, the receipt of which is hereby acknowledged, it is mutually understood and agreed by City and Owner as follows:

TERMS

1. Incorporation of Recitals. The parties hereby agree that the above recitals are true and correct and are therefore incorporated herein by reference.

2. Design of Public Improvements — Preparation of Plans. Subject to reimbursement as set forth herein, Owner shall be solely responsible for the design of the Public Improvements in accordance with all local, state, and federal laws and regulations, including all costs and expenses incurred therefor. Prior to initiation of bidding, Owner shall submit the plans and specifications for plan check approval by the City Public Works Director. Owner shall be solely responsible for obtaining all required federal, state and local permits and approvals. The plans and specifications for the Public Improvements shall be approved by the City Public Works Director, subject to his/her good faith discretion ("Plan" or "Plans"). The Owner shall then include the approved Plans in the bid packet submitted pursuant to Section 3.2.1 herein.

3. Construction of Facilities. Owner shall construct or have constructed, at its own cost and expense, the Public Improvements in accordance with the Plans. Owner (and/or its contractors) shall provide all equipment, tools, materials, labor, tests, design work, and engineering services necessary to fully and adequately complete the Public Improvements.

3.1 Permits and Notices. Prior to commencing any work with respect to the Public Improvements, Owner (through its contractors) shall, at its sole cost and expense, obtain all necessary permits and licenses and give all necessary and incidental notices required for the lawful construction of the Public Improvements and performance of Owner's obligations under this Agreement. Owner (through its contractors) shall conduct the work in full compliance with the regulations, rules, and other requirements contained in this Agreement, any applicable law, and any permit or license issued to Owner.

3.2 Public Works Requirements. Owner shall ensure that the bidding, awarding, and construction of the Public Improvements are undertaken as if such Public Improvements were constructed as a public works project under the direction and authority of City, pursuant to the applicable provisions of the Public Contract Code. Owner shall comply with applicable portions of the Labor Code and the payment of prevailing wages where applicable with respect to all Public Improvements related to Owner's project and Owner agrees to indemnify and hold harmless the City in connection with any issues related to prevailing wages arising from the construction of the Public Improvements by Owner. The City's minimum procedural requirements for bidding and contracting 84683.001 - 435666.3
2

Page 1017 of 2775 ends

are attached hereto as Exhibit "C".

3.2.1 Prior to soliciting or awarding the bid for any portion of the Public Improvements, Owner shall submit the bid packet and a set of the approved construction drawings signed by Owner or another authorized representative designated by Owner for the work being bid to the City's Public Works Director ("Public Works Director") for review and approval, which approval shall be granted or denied within fifteen (15) calendar days after submission of such bid packet. If the Public Works Director denies approval of such bid packet and construction drawings, the Public Works Director shall specify the reasons for such disapproval and Owner shall resubmit a revised bid packet for review and approval until such approval is obtained.

3.2.2 Owner shall obtain no fewer than three (3) bids for the construction of the Public Improvements in a manner which has been approved by the Public Works Director. Owner shall provide the Public Works Director with copies of all bids received from contractors and a bid summary in a form approved by the Public Works Director to assure that the contractor/subcontractors adhere to the applicable legal requirements for public works projects. The contract or contracts for the construction of the Public Improvements shall be awarded to the responsible bidder(s) submitting the lowest responsive bid(s) for the construction of the Public Improvements, as determined by Owner in its good faith discretion. Owner shall enter into a construction contract with each contractor selected to perform work on the Public Improvements (after competitive bidding as set forth herein), (each, a "Construction Contract") for the performance of the work set forth in the selected bid, and the terms of each Construction Contract entered into by Owner and each contractor/subcontractor shall be reasonably acceptable to the Public Works Director. Owner shall submit to City a copy of each executed Construction Contract for the Public Improvements within fifteen (15) days after execution thereof.

3.2.3 Owner's general contractor for the construction of the Public Improvements ("General Contractor") shall pay prevailing wages (in accordance with Articles 1 and 2 of Chapter 1, Part 7, Division 2 of the Labor Code) and to otherwise comply with applicable provisions of the Labor Code, the Government Code, and the Public Contract Code relating to public works projects of cities/counties and as required by the procedures and standards of City with respect to the construction of its public works projects or as otherwise directed by the Public Works Director.

3.2.4 All contractors shall be required to provide proof of insurance coverage throughout the term of the construction of the Public Improvements which they will construct in conformance the Agreement and requirements of the Public Works Director and City's Risk Manager.

3.2.5 The Public Works Director, exercising reasonable discretion, may waive one or more of the foregoing requirements (other than Sections 3.2.3 and 3.2.4 set forth above, including the bidding requirements set forth in Exhibit "C" attached hereto.

3.3 Compliance with Plans and Specifications. The Public Improvements shall be completed in accordance with the Plans as approved by City.

3.4 Standard of Performance. Owner and its contractors shall perform all work required, constructing the Public Improvements in a skillful and workmanlike manner, and consistent 84683.001 - 435666.3
3

Page 1018 of 2775 ends

with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Owner shall require that its contractors be skilled in the professional calling necessary to perform the work. Owner shall require that all of its employees and contractors shall have sufficient skill and experience to perform the work assigned to them, and that they shall have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the work, and that such licenses, permits, qualifications and approvals shall be maintained throughout the term of this Agreement.

3.5 Alterations to Public Improvements. All work shall be done and the Public Improvements completed as shown on the Plans, and any subsequent alterations thereto mutually agreed upon by City and Owner. If Owner desires to make any material alterations to the Plans, it shall provide written notice to the City of such proposed alterations. City shall have ten (10) business days after receipt of such written notice to administratively approve or disapprove such alterations, which approval shall not be unreasonably withheld, conditioned or delayed. If City fails to provide written notice to Owner of its approval or disapproval of the alterations within such ten (10) business day period, Owner may send a second written request specifically reciting the terms of this paragraph calling for deemed consent in the event of failure to respond and if City continues to fail to approve or disapprove the request, then the City shall be deemed to have consented to such alterations five (5) business days after receipt of such second notice. Any and all alterations in the Plans and the Public Improvements to be completed may be accomplished without first giving prior notice thereof to Owner's surety for this Agreement.

4. Bonds. Prior to the commencement of any work on the Public Improvements, Owner or its contractor shall provide City with surety bonds in the amounts and under the terms set forth below or, at the City's request, in lieu of surety bonds, a letter of credit or letters of credit by a banking institution with a rating to be reasonably approved by the City and terms to be reasonably approved by the City ("Security"). The amount of the Security shall be based on the estimated actual costs (the "Estimated Costs") to construct the Public Improvements, as determined by City after Owner has awarded a contract for construction of the Public Improvements to the lowest responsive and responsible bidder in accordance with this Agreement. If City determines, in its reasonable discretion, that the Estimated Costs have changed, Owner or its contractor shall adjust the Security in the amount requested by City. Owner's compliance with this Section 4 shall in no way limit or modify Owner's indemnification obligation provided in Section 13 of this Agreement.

4.1 Performance Bond. To guarantee the construction of the Public Improvements and faithful performance of all the provisions of this Agreement, to protect City if Owner is in default, and to secure the Warranty of the Public Improvements, Owner or its contractor shall provide City a faithful performance bond in an amount which sum shall be not less than one hundred (100%) of the Estimated Costs. The City shall partially release a portion or portions of the Security provided under this Section within not more than thirty (30) days after the Public Improvements are accepted by City, provided that Owner is not in default on any provision of this Agreement and the total remaining Security for the warranty period applicable to the Public Improvements is not less than twenty percent (20%) of the Estimated Costs. A11 remaining Security provided under this Section shall be released within not more than thirty (30) days after the end of the warranty period, provided that Owner is not in default on any provision of this Agreement and no warranty claim is pending and unresolved; provided, further, that such Security shall be released promptly thereafter as soon as such default has been cured or the warranty claim is resolved. 84683.001 - 435666.3
4

Page 1019 of 2775 ends

4.2 Labor & Material Bond. To secure payment to the contractors, subcontractors, laborers, materialmen, and other persons furnishing labor, materials, or equipment for performance of the Public Improvements and this Agreement, Owner or its contractor shall provide City a labor and materials bond in an amount which sum shall not be less than one hundred percent (100%) of the Estimated Costs. The Security provided under this Section shall be released by City not later than six (6) months after the date City accepts the Public Improvements in accordance with Section 7 herein.

4.3 Additional Requirements. The surety for any surety bonds provided as Security shall have a current A.M. Best rating of at least "A" and FSC-VIII, and shall be licensed to do business in California. The surety shall agree that no change, extension of time, alteration, or addition to the terms of this Agreement, the Public Improvements, or the Plans shall in any way affect its obligation on the Security.

4.4 Evidence and Incorporation of Security. Evidence of the Security shall be provided on the forms reasonably acceptable to the City, and when such forms are completed to the reasonable satisfaction of City in accordance with the bonding requirements for subdivision improvements under the California Subdivision Map.

4.5 Reduction. The Public Works Director, exercising reasonable discretion, may reduce or waive one or more of the foregoing Security requirements on a finding that the City is adequately secured for the applicable performance/liability.

5. Billings and Records. Owner shall be responsible for paying all charges within the time required by state law. Owner shall maintain complete and accurate records with respect to all costs and expenses pursuant to this Agreement. All such records shall be clearly identifiable. Owner shall allow a representative of the City, during normal business hours to examine, to audit and make transcripts or copies of such records and any other documents, proceedings, and activities related to the Agreement for a period of three (3) years from the termination of this Agreement.

6. Liens. Upon the expiration of the time for the recording of claims of liens as prescribed by Sections 8412 and 8414 of the Civil Code with respect to the Public Improvements, Owner shall provide to the City such evidence or proof as the City shall reasonably require that all persons, firms, and corporations supplying work, labor, materials, supplies, and equipment to the construction of the Public Facilities have been paid, and that no claims of liens have been recorded by or on behalf of any such person, firm, or corporation. Rather than await the expiration of the said time for the recording of claims of liens, Owner may elect to provide to the City a title insurance policy or other Security reasonably acceptable to the City guaranteeing that no such claims of liens will be recorded or become a lien upon any of the Property.

7. Inspection and Transfer of Public Improvements. Without modifying or limiting Owner's obligations under this Agreement, the City shall inspect and test the Public Improvements.

The City shall have access to the Public Improvements site at all times to conduct any tests or inspections. The City's inspection rights shall not exceed twenty (20) days from completion of the Public Improvements. Thereafter, unless the City has objected to the design, development, and construction of such Public Improvements, such design, development, and construction shall be 84683.001 - 435666.3
5

Page 1020 of 2775 ends

deemed approved. Owner shall require its employees, contractors and agents to comply with all reasonable instructions given by the City during inspection or construction of the Public Improvements. Any deficiencies in the Public Improvements shall be corrected by Owner at its sole cost and expense. Upon completion of the Public Improvements to the satisfaction of the City, the Public Improvements shall be presented to the City for dedication and acceptance. The City shall accept the Public Improvements ("Public Improvements Acceptance") if it determines (a) that it was constructed in accordance with approved plans, specifications and contract documents, (b) that it operates satisfactorily, (c) all unconditional waivers and releases of mechanics' liens have been provided, (d) Owner provides two (2) sets of "as -built" or record drawings or plans to the City for all such Public Improvements -- the drawings shall be certified and shall reflect the condition of the Public Improvements as constructed, with all changes incorporated therein, and (e) that all other requirements of this Agreement applicable to completion of the Public Improvements have been satisfied. Upon acceptance of the Public Improvements, Owner shall assign to the City on a non- exclusive basis all of Owner's rights and remedies, including warranties, as set forth in the approved contract documents. Owner will be required to convey title to the Public Improvements to the City in a form reasonably determined by the City.

8. Liability for Public Improvements Prior to Public Improvements Acceptance. Until the Public Improvements Acceptance, Owner shall be solely responsible for all damage to the Public Improvements, regardless of cause, and for all damages or injuries to any person or property at the work site, except damage or injury due to the sole or active negligence or willful misconduct of the City, its agents or employees.

9. Guarantee. Owner shall guarantee all work and materials for the Public Improvements to be free from all defects due to faulty materials or workmanship for a period of one (1) year after the date of the Public Improvements Acceptance. Owner shall repair or remove and replace any and all such work, together with any other work which may be displaced in so doing, that is found to be defective in workmanship or materials within the one-year period, without any expense whatsoever to the City. If the City and Owner are not in agreement as to whether any work if faulty or defective, such disagreement shall be resolved by the dispute resolution procedure set forth in Section 36 below.

In the event Owner fails to comply with the above -mentioned provisions within thirty (30) days after such defect has been established by agreement or neutral determination, as applicable, then the City shall be authorized to proceed to have the defects remedied and made good at the sole cost and expense of Owner, who is hereby contractually bound to pay the costs and charges therefor immediately upon demand. Any such self-help action by the City (which may be taken prior to neutral determination of the defect in the event of an emergency, subject to final allocation of cost by agreement or neutral determination, as applicable) will not relieve Owner of the guarantee required by this Section. This Section shall not, in any way, limit the liability of Owner or any other party for any latent and patent design or construction defects in the work subsequently discovered by the City.

10. Terms for Reimbursement

10.1 Reimbursement for Actual Public Improvement Costs. The reimbursement amount for the Public Improvements shall be equal to the eligible design and construction costs for the Public Improvements ("Reimbursement Amount") subject to the Maximum Reimbursement in accordance with Section 2.7.1 of the Development Agreement which is incorporated herein by this 84683.001 - 435666.3
6

Page 1021 of 2775 ends

reference. In calculating the amount of such costs incurred by Owner for design and installation of the Public Improvements, the parties shall exclude any such costs which are or will be directly reimbursed to Owner for the installation of such Public Improvements by one or more third parties other than City, such as, for example, third party utility providers providing a reimbursement with respect to the installation of one or more of the Public Improvements.

10.2 Soft Construction Costs. The Public Works Director shall, in his/her sole reasonable discretion, determine the amount of reasonable soft costs eligible for reimbursement.

Such amounts may include the actual third party soft costs related to the Public Improvements, such as indirect costs of construction, professional engineering and design services, construction management, soils testing, administrative costs, permits, plan check fees, and inspections. For soft costs to be reimbursable to Owner pursuant to this Agreement, City must be able to verify that such soft costs are properly attributable to the completion of the specified Public Improvements for which reimbursement is being made, by reference to separate subcontract(s) or by another means approved by the City. The Public Works Director may, in his/her reasonable discretion, reduce or disallow reimbursement for any costs he/she finds excessive or unreasonable; provided that the third party actual costs shall be presumed to be reasonable unless specific facts demonstrate to the contrary.

10.3 Conditions Precedent for Payment of Reimbursement Amount. City's obligation to pay or reimburse for the cost of Public Improvements pursuant to this Agreement is conditioned upon the prior satisfaction by Owner or written waiver by the City Administrator of each of the following conditions precedent within the times, if any, designated below:

10.4 Completion of Construction of Project. Owner shall have fulfilled the all of the express conditions applicable to reimbursement under Section 2.7.1 of the Development Agreement.

10.5 Completion of Construction of Public Improvements. Owner shall have completed the construction of the Public Improvements, and notices of completion shall have been recorded in relation to the Public Improvements, in accordance with California Civil Code Sections 8182 (as applicable), and thirty-five (35) days shall have elapsed since the recordation of such notices of completion. The purpose of this provision is to ensure that the Public Improvements will be independently functional and to maintain consistency with vesting rights, and nothing herein shall be deemed to make any part of the Project other than the Public Improvements a public work.

10.6 Submission of Bills/Invoices. Owner shall have made full and complete payment of all undisputed claims for work performed on the Public Improvements, or in the event of a dispute between Owner and the general contractor or a subcontractor, Owner shall have obtained a commercially reasonable bond reasonably satisfactory to the City to release any applicable mechanics' lien or stop notice, and Owner shall have submitted and the City shall have approved a written request for the reimbursement, including copies of all bills and/or invoices evidencing the hard costs of constructing the Public Improvements actually incurred by Owner.

10.7 As -Built Drawings. Owner shall have submitted two (2) sets of final as -built drawings for the Public Improvements certified by a licensed engineer in the State of California as to accuracy and completeness to the Public Works Director. Owner shall be solely responsible and liable for insuring completeness and accuracy of the record drawings. 84683.001 - 435666.3
7

Page 1022 of 2775 ends

10.8 Acceptance of Required Public Improvements by the City. The City, through the City Council, shall have accepted title to the Public Improvements, and Owner shall have provided the maintenance guarantees reasonably required by the City. The City agrees it will not unreasonably withhold or condition its acceptance of title to the Public Improvements.

10.9 No Default. Owner shall not be in default, following receipt of notice of default and expiration of its cure period, in any of its material obligations under the terms of this Agreement, and all representations and warranties of Owner contained in this Agreement shall be true and correct in all material respects. Further, the Development Agreement shall be effective, and Owner shall not be in default of any of its material obligations thereunder following receipt of notice and expiration of its opportunity for cure.

10.10 Reimbursement Procedures.

10.10.1 Upon Public Improvements Acceptance, the Owner shall submit a written request for the Reimbursement Amount ("Reimbursement Request") to the City for review and approval. The Reimbursement Request shall include any document, requirement, evidence or information in the Owner's possession or under the Owner's control that City may reasonably request with regard to the Public Improvements and Public Improvements Acceptance. This includes without limitation, copies of the notice to proceed with the Public Improvements, notice of completion of the Public Improvements, any and all contracts and change orders entered into to complete the design and construction of the Public Improvements, invoices and checks for payment of the design and construction of the Public Improvements, and any and all other documents required by this Agreement. The City will review and approve, if acceptable, the Reimbursement Request within thirty (30) calendar days following the date of submittal.

10.10.2 City will remit payment to the Owner for the Reimbursement Amount within thirty (30) calendar days following the Reimbursement Request approval by the City within the thirty (30) day period provided for in the preceding sentence.

10.10.3 Upon payment of the Reimbursement Amount, the City shall have no further financial obligation to Owner and the Owner shall be entitled to no further compensation, payment, fee credit, offset or reimbursement of any kind from the City for the construction of the Public Improvements.

11. Term. This Agreement shall expire upon full payment of the Reimbursement Amount, unless earlier terminated as provided herein; provided however, that the indemnification shall survive termination of the Agreement, and the insurance provisions in Section 14.4 shall survive the completion of the Public Improvements in accordance with its terms. Owner waives any right to reimbursement for the installation of the Public Improvements except as contained in this Agreement.

12. Standard of Care; Safety. Owner shall ensure that all work on the Public Improvements is performed in compliance in all material respects with City -approved plans, specifications and contract documents. Owner shall also ensure that all work is performed in a skillful and competent manner, consistent with the standards generally recognized as being employed by professionals and contractors in the same discipline in the State of California. Owner shall procure 84683.001 - 435666.3
8

Page 1023 of 2775 ends

the services of professionals and contractors skilled in the professional calling necessary to design and construct the Public Improvements. All employees and subcontractors working on the Public Improvements shall have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform such work on the Public Improvements, and all such licenses and approvals shall be maintained throughout the term of their work on the Public Improvements. Owner shall ensure that it and its consultants and contractors execute and maintain their work so as to avoid injury or damage to any person or property. In carrying out their work, they shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the work and the conditions under which the work is to be performed. Any employee who is determined by the City to be uncooperative, incompetent, a threat to the adequate or timely completion of the Public Improvements, a threat to the safety of persons or property, or any employee who fails or refuses to perform his or her work in a manner acceptable to the City, shall be promptly removed from the Public Improvements.

13. Indemnification. Owner shall defend (with counsel reasonable acceptable to City), indemnify and hold the City, its officials, officers, consultants employees and agents free and harmless from any and all third party claims, liabilities, losses, costs, expenses, damages or injuries to property or persons, including wrongful death, arising out of or incident to any acts, omissions (where there was a duty to act) or willful misconduct of Owner, its members, officials, officers, employees, agents, consultants and contractors with respect to this Agreement or the design, construction or installation of the Public Improvements, including without limitation, the payment of all reasonable attorneys' fees and other related costs and expenses however caused, regardless of whether the allegations are false, fraudulent, or groundless, except to the extent of any active negligence or misconduct of the City or its officials, officers, employees, or authorized volunteers.

At a minimum, this indemnification provision shall apply to the fullest extent of any warranty or guarantee implied by law or fact, or otherwise given to Owner by Owner's design consultant(s) or contractor(s) for the Public Improvements. In addition, this indemnity provision and any such warranties or guarantees shall not limit any liability under law of such consultants or contractors.

Owner's obligation to indemnify shall survive the expiration or termination of this Agreement for a period of one year, and shall not be restricted to insurance proceeds, if any, received by City, its elected officials, officers, employees, or agents.

14. Insurance.

14.1 Requirement. Owner shall require all persons performing work on the Public Improvements, including its consultants, contractors, and subcontractors, to procure and maintain, at their expense, until full and adequate completion of the Public Improvements, insurance against claims for injuries to persons or damages to property which may arise out of or in connection with the performance of their work or that of their agents, representatives, employees or subcontractors.

14.2 Minimum Scope and Limits of Coverage. Such insurance shall provide City with coverage at least as broad as the latest version of the following:

14.2.1 General Liability: Insurance Services Office Commercial General Liability coverage (occurrence form CG 0001) with a combined single limit of $2,000,000; and

14.2.2 Automobile Liability: Insurance Services Office Business Auto 84683.001 - 435666.3
9

Page 1024 of 2775 ends

Coverage form number CA 0001, code 1 (any auto) with a combined single limit of $1,000,000; and

14.2.3 Workers' Compensation and Employers' Liability: Workers' Compensation insurance as required by the State of California and Employer's Liability Insurance with a limit of at least $1,000,000 per occurrence.

14.3 Insurance Endorsements. The insurance policies shall contain the following provisions, or Owner or the primary insured shall provide endorsements on forms reasonably approved by the City to add the following provisions to the insurance policies:

14.3.1 General Liability. The general liability policy shall be endorsed to state that: (A) the City, its directors, officials, officers, employees and agents shall be covered as additional insureds with respect to this Agreement or operations performed by or on behalf of the Owner, including materials, parts or equipment furnished in connection with such work; and (B) the insurance coverage shall be primary insurance as respects the City, its directors, officials, officers, employees and agents or, if excess, shall stand in an unbroken chain of coverage excess of the primary insured's scheduled underlying coverage. Any insurance or self-insurance maintained by the City, its directors, officials, officers, employees or agents shall be excess of the primary insured's insurance and shall not be called upon to contribute with it in any way.

14.3.2 Automobile Liability. The automobile liability policy shall be endorsed to state that: (A) the City, its directors, officials, officers, employees and agents shall be covered as additional insureds with respect to the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by the primary insured or for which the primary insured is responsible; and (B) the insurance coverage shall be primary insurance as respects the City, its directors, officials, officers, employees and agents or, if excess, shall stand in an unbroken chain of coverage excess of the primary insured's scheduled underlying coverage. Any insurance or self-insurance maintained by the City, its directors, officials, officers, employees or agents shall be excess of the primary insured's insurance and shall not be called upon to contribute with it in any way.

14.3.3 Workers' Compensation and Employers Liability Coverage. The insurer shall agree to waive all rights of subrogation against the City, its directors, officials, officers, employees and agents for losses paid under the terms of the insurance policy which arise from work performed by the primary insured.

14.3.4 A11 Coverages. Each insurance policy required by this Agreement shall be endorsed, to the extent then commercially available, to state that: (A) coverage shall not be suspended, voided, reduced or canceled except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City; and (B) any failure to comply with reporting or other provisions of the policies, including breaches of warranties, shall not affect coverage provided to the City, its directors, officials, officers, employees or agents.

14.4 Professional Liability Insurance. All architects, engineers, consultants or design professionals working on the Public Improvements shall be required to procure and maintain, for a period of five (5) years following completion of the Public Improvements, errors and omissions liability insurance with a combined single limit of not less than $2,000,000. This insurance shall be endorsed to include contractual liability.
84683.001 - 435666.3
10

Page 1025 of 2775 ends

14.5 Separation of Insureds; No Special Limitations. All insurance required by this Section shall contain standard separation of insureds provisions. In addition, such insurance shall not contain any special limitations on the scope of protection afforded to the City, its directors, officials, officers, employees and agents.

14.6 Deductibles and Self -Insurance Retentions. City may require that any deductibles or self -insured retentions must be declared to and reasonably approved by the City.

14.7 Acceptability of Insurers. All policies of insurance shall be with companies licensed or approved by the State of California Insurance Commissioner and rated (i) A or better with respect to primary levels of coverage, and (ii) B+12 or better with respect to excess levels of coverage, in the most recent edition of Best's Insurance Guide and shall be issued and delivered in accordance with State law and regulations.

14.8 Verification of Coverage. Owner shall furnish City with original certificates of insurance and endorsements effecting coverage required by this Agreement on forms reasonably satisfactory to the City. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf and shall be on forms provided by the City if reasonably requested. All certificates and endorsements must be received and approved by the City before work commences on the Public Improvements. The City reserves the right to require complete, certified copies of all required insurance policies, at any time. Once City has reviewed any submitted insurance certificates or policies without further objection or correction thereto by City, such policies shall be deemed to comply with the requirements of this Agreement and any further right to object thereto shall be deemed waived and such submitted insurance policies shall be deemed to satisfy the terms of this Agreement until terminated or expiration.

15. Control and Payment of Subordinates; Independent Contractor. All work on the Public Improvements shall be performed by Owner or under its supervision. Owner and its contractors and consultants will determine the means, methods and details of performing the work subject to the requirements of this Agreement. City retains Owner on an independent contractor basis and not as an employee. Owner retains the right to perform similar or different work for others during the term of this Agreement. Any additional personnel performing the work under this Agreement on behalf of Owner shall also not be employees of City and shall at all times be under the exclusive direction and control of Owner or its contractors and consultants. All wages, salaries and other amounts due such personnel in connection with their performance of work under this Agreement and as required by law shall be paid by Owner or its consultants and contractors. Such entities shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social Security taxes, income tax withholding, unemployment insurance, disability insurance, and workers' compensation insurance.

16. Termination. In the event of default by either party in the performance of any of its material obligations under the terms or conditions of this Agreement, the party alleging such default shall give the other party notice in writing specifying in reasonable detail the nature of the alleged default and the manner in which said default may be satisfactorily cured. The party receiving such notice shall have fifteen (15) days from the date of receipt of such notice to cure any monetary default and thirty (30) days from the date of receipt of such notice to cure any non -monetary default, provided, however, for non -monetary defaults, if the amount of time reasonably required to cure the 84683.001 - 435666.3
11

Page 1026 of 2775 ends

breach exceeds said thirty (30) days, the breaching Party shall have such longer time period as may be reasonably required provided that the breaching Party has commenced to cure such default within that thirty (30) day period and thereafter diligently prosecutes such cure to completion; provided, further, that if such cure of a non -monetary default continues beyond an addition ninety (90) days thereafter, then, at any time after expiration of that ninety (90) day period and prior to completion of the cure, City may proceed with exercise of any of its remedies under Section 16(b) below pertaining to injunctive relief or specific performance, but City may not proceed with the exercise of the right of termination based upon such non -monetary default so long as the Owner continues to diligently prosecute such cure to completion. Except as expressly provided in the preceding proviso, during any such cure period, the Party charged shall not be considered in default for purposes of termination or institution of legal proceedings or exercise of any other remedies for such default. After notice and expiration of the applicable cure period, if such default has not been cured, the other party to this Agreement may at its option:
(a) Terminate this Agreement, in which event neither party affected by such termination shall have any further rights against or liability to the other with respect to this Agreement or the Property first arising thereafter; provided that if the City commences such termination proceedings, it shall give not less than thirty (30) days prior written notice thereof to Owner, which notice shall specify the grounds for termination and shall set a date, time and place for a public hearing before the City Council. At the noticed public hearing, the Owner and/or its designated representative shall be given an opportunity to make a full and public presentation to the City and to respond to the City's evaluation of Owner's performance, either orally or in a written statement, at such Owner's election. If, following the taking of evidence and the hearing of testimony at said public hearing, the City finds, based upon substantial evidence, that Owner is not in compliance with a specific, material term or provision of this Agreement, and failed to timely cure such failure within the applicable cure period, then the City may terminate this Agreement. (b) Institute equitable action to cure, correct or remedy any default, such as an action for injunctive relief or specific performance of the terms of this Agreement; provided, however, that in no event shall either Party be liable to the other for money damages for any default or breach of this Agreement except for provisions contemplating a monetary remedy specifically provided for in this Agreement to be paid to such Party, including, without limitation, the right of Owner to recover from City the reimbursements provided for in Section 10.1 or the express indemnity obligations of Owner set forth in this Agreement. Nothing herein shall preclude either Party from seeking reimbursement for amounts expressly required to be paid by one Party to the other under this Agreement including but not limited to the reimbursement payment to Owner or to recover attorneys' fees if it is the prevailing Party as provided herein. It is expressly recognized that except as set forth above with respect to the limited remedies for monetary damages, injunctive relief and specific enforcement of this Agreement are the proper and desirable remedies. (c) Without limitation of the foregoing, the parties specifically acknowledge that the primary purpose of this Agreement is to document the conditions and terms of reimbursement to Owner if it decides, in its sole business judgment to proceed with the Project described in the Development Agreement. This Agreement shall not, under any circumstances, be construed or applied to expand the Owner's obligations to commence or complete the Project beyond that set forth in the Development Agreement and this Agreement shall be applied consistent with that purpose. In 84683.001 - 435666.3
12

Page 1027 of 2775 ends
← All documents from this meeting