23-0606_SAN JUAN HILLS GOLF CLUB, LP_Ground LeaseEXHIBIT “A”
LEGAL DESCRIPTION
May 30, 2023
WO No. 1100-8
Page 1 of 1
H&A Legal No. 10513
By: J. Kinnie
Checked By: R. Wheeler
LEASE PARCEL:
In the City of San Juan Capistrano, County of Orange, State of California, being that portion of
Section 6, Township 8 South, Range 7 West of the San Bernardino Meridian according to the
Official Plat of said Land filed in the District Land Office, April 12, 1875, described as follows:
Commencing at the intersection of San Juan Creek Road with La Novia Avenue as shown on
Record of Survey No. 93-1022, filed in Book 144, Pages 37 through 49, inclusive, of Records of
Survey, in the Office of the County Recorder of said County; thence along the centerline of said
San Juan Creek Road, South 49°48'02" West 250.00 feet; thence perpendicular, North 40°11'58"
West 43.50 feet to a line parallel with and distant 43.50 feet northwesterly of said centerline of San
Juan Creek Road, said point being the True Point of Beginning; thence along said parallel line
South 49°48'02" West 533.20 feet; thence leaving said parallel line, North 39°32'58" West 296.54 feet
to the southeasterly line of San Juan Creek Channel as shown on said Record of Survey No. 93-
1022; thence along said southeasterly line the following two (2) courses:
1)North 55°24'34" East 356.95 feet to a curve concave northwesterly having a radius of 3944.83
feet and
2)northeasterly 175.11 feet along said curve through a central angle of 2°32'36" to a line that
bears North 40°11'58" West and passes through the True Point of Beginning
; thence leaving said southeasterly line, non-tangent from said curve South 40°11'58" East 248.40
feet to the True Point of Beginning.
Containing an area of 3.307 acres, more or less
Subject to Covenants, Conditions, Reservations, Restrictions, Rights of Way and Easements of
Record, if any.
05/30/2023
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PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
PL
PL
PL
PL
PL
PLPL
PL
PL
PL
PL
PL PL
PL
PL
PL
PL
PL PL PL PL PL PL PL PL PL PL PL PL
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW
ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWLA NOVIA AVENUESAN JUAN CREEK ROAD
C
8'-
0
"
3'-
0
"
10'
-
0
"
3
3
1
2
2 R48'-0"R10'-
0"R41'
-0
"
R20
'
-
0
"
R3
5
'
-
0
"
R3
6
'
-
0
"
R20'-0"
28'-0"
3'-6"28'-6"21'-0"
131'-6"
43'-6"
±23'-0"
1'-0"7'-0"73'-6"21'-0"12'-
6
"
11'-
6
"19'-6"23'-0"73'-
6
"
24'-
0
"
57'-
6
"
54'-6"
A
A
A
A
d
D-2
HITCHING
POST
a
D-4
TREX
BOARDWALK
b
D-1
CONCRETE RAMP
CURB
a
D-3
LODGE POLE
FENCING
a
D-2
REMOVABLE
BOLLARD
a
D-1
BROKEN EDGE
CONCRETE
a
D-3
LODGE POLE
FENCING
FUTURE SIGN
BY OTHERS
a
D-2
REMOVABLE
BOLLARD
D.G. PAVING
NATURAL EDGE
c
D-3
WINDMILL &
FOUNTAIN
a
D-3
LODGE POLE
FENCING
b
D-3
3-RAIL
VINYL FENCING
±20'-0"28'-6"
9'-6"
R130'-0"
14'-
6
"22'-0"46'-6"R23'-0
"136'-6"12'-
6
"BASELINE- B.C.R.
BAS
E
L
I
N
E
- B.C
.
R
.157'-0"R7'-
0
"
PATH CONNECTION TO
ALIGN WITH EXISTING
TRAIL.E.J.B
B
B
B B B
D.G. PAVING
NATURAL EDGE
4'-
0
"12'-0"12'-6"30'-0"30'-0"12'-0"5'-0"
7'-0"55'-6"15'-6"1
3
'
-
6
"
C/D
D-1
D.G. PAVING
W/METAL EDGE
C/D
D-1
D.G. PAVING
W/METAL EDGE
PROPOSED ACCESSIBLE
PARKING SPACE BY OTHERS
RESPACED LODGE POLE
FENCING TO ACCOMODATE
ACCESSIBLE PARKING
SPACE BY OTHERS.
PROPOSED ABOVE GROUND PRESSURE
REDUCING STATION WITH SLUMP
BLOCK SCREEN WALL BY OTHERS
7'
-0
"
CITY OF SAN JUAN CAPISTRANO
PUBLIC WORKS AND UTILITIES DEPARTMENT
REVISIONSAPPROVED BY:DESIGNED BY:DRAWN BY:
CHECKED BY:CHECKED BY:
CITY ENGINEER
SJH PASSIVE PARK
LANDSCAPE IMPROVEMENT PLANS
DATE
RENEWAL DATE
SIGNATURE
* STAT
E OF CA L I F O R N IA *CHRISTOPHER A . H I L L STE
A
D
LIC. NO. 5881LICENSED L A N D S C APE A
RCHITECT05-31-25
1750 E DEERE AVE, SANTA ANA, CA 92705
949.250.4822 www.landconcern.com
SHEET
OF 16
CHRISTOPHER A. HILLSTEAD DATER.L.A. 5881
05-31-2023
05-31-2023
SCALE: 1" = 16'-0"
0 16 328
CONSTRUCTION LAYOUT & INFO PLAN
Radius = 3'-0"
Radius = 2'-6"
Radius = 2'-0"
Radius = 4'-0"
Point of reference
Radius = 5'-0"
DIMENSION LEGEND
C
E
D
A
B
Contractor to verify with Landscape Architect all materials, colors,
and finishes prior to construction.
All construction shall conform to all local City and County codes.
All trees, boxed or otherwise, shall be planted prior to any
hardscape where conflicts between tree box size and planting
area occur. All tree locations and all field adjustments shall be
made by the Landscape Architect.
All irrigation sleeves shall be installed prior to hardscape. Refer
to irrigation plans.
All angles to be 90 degrees or 45 degrees unless otherwise noted.
All scorelines, sawcuts, and expansion joints to occur as shown
on plans. All unlabeled construction joints to be score lines.
Contractor shall not make field changes unless authorized by
Landscape Architect. Any unauthorized changes shall be
corrected to conform to the plans at no additional cost to the
owner or Landscape Architect.
Contractor to verify all utility locations. Contractor shall inform
Superintendent and Landscape Architect if any field modifications
are necessary.
Paving sub-base and reinforcement to be verified with structural
and geotechnical soils engineer.
Refer to civil engineer's precise grading plan for drainage
locations and details.
CONSTRUCTION NOTES
General Contractor shall provide on-site 3' x 3' sample flatwork
panels for each concrete color / finish combination specified in
the paving notes. Sample panels to be approved by Landscape
Architect and owner prior to the start of construction. Contractor
to provide sample of D.G. paving, if applicable, for review and
approval prior to ordering material.
MATERIAL SAMPLE NOTE
Scoreline pattern shown for finished design.
Trowel release joints may be required initially in some locations as
necessary to reduce potential cracking. Trowel joints need to follow
scoreline pattern, as shown on the plan, and be finished with a
sawcut to match adjacent scoreline sawcuts.
Landscape Architect to review all forming before concrete is poured
and scoreline "Snap lines" before concrete is cut. Allow 24 hours
lead time.
CONCRETE FORMING/SCORELINE NOTE
The design intention of all meandering walks, walls, etc. is to
maintain continuous smooth radii on all segments. If any staking
dimension(s) creates a deviation to the constant radius, contact
the Landscape Architect immediately.
CONSTRUCTION STAKING NOTE
H.B.
MAX.
M.C.R.
MIN.
M.B.
NAT.
N.I.C.
N.T.S.
O.C.
P.A.
P.I.P.
P.L.
R.
Header Board
Maximum
Middle Curve Radius
Minimum
Mail Box
Natural
Not In Contract
Not To Scale
On Center
Planting Area
Poured In Place
Property Line
Radius
Resawn
Rough Sawn
Redwood
Slot Drain
Sheet
Score Line
Square
Surfaced Four Sides
Standard
Top of footing
Top of wall
Transformer
Typical
Wrought Iron
R.S.
R.O.S.
RWD.
S.D.
SHT.
S.L.
SQ.
S4S
STD.
T.F.
T.W.
TRANS.
TYP.
W.I.
CONSTRUCTION LEGEND
Asphaltic Concrete
Beginning Curve Radius
Back of Curb
Cold Joint
Center Line
Clearance
Concrete
Continuous
Diameter
Decomposed Granite
Doweled Control Joint
Each
End Curve Radius
Expansion Joint
Easement
Equal
Existing
Face of Building
Face of Curb
Finish Grade
Finish Surface
Footing
Galvanized
A/C
B.C.R.
B.O.C.
C.J.
C.L.
CLEAR.
CONC.
CONT.
DIA.
D.G.
D.J.
EA.
E.C.R.
E.J.
ESMT.
EQ.
EXIST.
F.O.B.
F.O.C.
F.G.
F.S.
FTG.
GALV.
The following grades shall be maintained as follows unless steps or
ramps are identified and called out on the plans:
1. The running slope of walkways shall not exceed 1v:20h (or 5
percent).
2. The cross-slopes of walkways shall not exceed 1v:48h (or 2
percent).
3. All manuevering spaces in compliance with CBC 11B-404.2.4
and spaces for wheelchair in compliance with CBC 11B-305 shall
be realitively flat with slopes in any direction not to exceed 1v:48h
(2 percent). Refer to latest applicable Accessibility Code.
Please refer to the Precise Grading Plans prepared by the Civil
Engineer for spot grades and walk percentage. Contractor is to
contact L.A. and C.E. immediately if there are any field
discrepancies to the above requirements.
Refer to the Precise Grading Plans for all drainage and storm
water management systems.
WALK GRADING NOTES
Contractor is responsible for confirming and coordinating the
need for a crane and delivery requirements.
BOULDER NOTE
1
PAVING SCHEDULE
SYM.DESCRIP./MATERIAL COLOR / FINISH MANUF. AVAIL.NOTES
Boardwalk Saddle Trex Trex Use hidden fasteners, countersink and plug any
exposed hardware
Exposed Aggregate Concrete
(Shovel Cut at entrances)
Natural grey color w/ exposed
aggregate finish and shovel cut edge
at entrances. See notes.
-----
60 40 mix with pea gravel aggregate. Aggregate
mix to be sole-source.
D.G. Paving California Gold or equal Greenstone
Materials
Greenstone
Materials
Reinforce with: STABILIZER®binder. Mix with
D.G. and install per manufacturer's
specifications. Available from Stabilizer Solutions.
Contact Sales. (800) 336-2468
Supplier List:
T.B.M. - Thompsons Building Materials - Contact Tina Berkaw @ (714) 637-7373
Greenstone Materials In.c. Contact: Sales (800) 366-2468
Paving Notes: Concrete to receive a consistent finish throughout paving area. Saw-cut scorelines per plan, min. 112" deep by 1/8" wide. Refer to Jointing Legend/details for
jointing specifications.Refer to Geotechnical Engineer's report for thickness, reinforcement and mix design. Saw-cuts on steps and PIP walls to continue down face of riser.
2
3
R.O.W. LINE
PROPERTY LINE
LIMIT OF WORK
ROWROWROWROW
PLPLPLPL
CONSTRUCTION LEGEND
C.L.CENTER LINE
P.A.PLANTING AREA
P.L.PROPERTY LINE
R.O.W. RIGHT-OF-WAY
C-1
AMENITY SCHEDULE
SYM. DESCRIPTION MODEL #MANUF.COLOR/FINISH SIZE AVAIL.NOTES
Bench BNAR-6-BR
-W CD BLACK WITH WOOD 6'CD Allow 8-10 wks. Lead time for
delivery
Removable Bollard 2561 -3.5 Timberform F.O.H.C. DF BOLLARD 8"X8"X3.5' TF
Allow 8-10 wks. Lead time for
delivery
Supplier list:
CD - CANTERBURY DESIGNS - 323.936.7111
TF - TIMBERFORM - 503.223.1157
Amenity note: The General Contractor is responsible for ordering and installing all amenities, allow for ample lead time.
1
2
HANDICAP ACCESSIBLE PATH OF TRAVEL
(4.9% MAX. SLOPE, 2% MAX. CROSS SLOPE)
ACCESSIBLE ROUTES
SHRUBS SHALL NOT OVERHANG INTO THE ACCESSIBLE
ROUTES.
WATER SHALL NOT ACCUMULATE ON ACCESSIBLE ROUTES.
REFER TO PRECISE GRADING PLANS PREPARED BY CIVIL
ENGINEER OF RECORD - Sheet 3, detail 'T'. MPG permit # is
PWGR2021-0032.
BOULDER SCHEDULE
SYM. MATERIAL SIZE
QUANTITY AVAIL.NOTES
Sendero Fieldstone
Boulders 36" to 48"6 Greenstone
Materials Inc.
All locations to be verified by
Landscape Architect in the field.
Supplier list:
Greenstone Materials In.c. Contact: Rich Holt (949) 728-0500
Amenity note: The General Contractor is responsible for ordering and installing all boulders.
EXHIBIT B
DESCRIPTION AND MAP OF LA NOVIA PARK
61147.20018\41044234.8
-30 -
EXHIBIT C
PLANS AND SPECIFICATIONS FOR LA NOVIA PARK
61147.20018\41044234.8
-31 -
61147.20018\41044234.8
-32 -
Exhibit D
WELL SITE AREAS AND ACCESS TO BE VACATED
61147.20018\41044234.8
-33 -
EXHIBIT D-1
WELL SITES AND EASEMENT AREAS NOT TO BE VACATED
When recorded, return to:
San Juan Hills Golf Club, LP
c/o SunCoast Properties
6 Venture, Suite 100
Irvine, CA 92618
Attn: Roberto G. Brutocao
_____________________________________________________________________
(Space Above for Recorder's Use)
MEMORANDUM OF LEASE
This Memorandum of Lease ("Memorandum"), dated to be effective as of
____________, 2023, is entered into by CITY OF SAN JUAN CAPISTRANO, a municipal
corporation and general law city ("Landlord"), and SAN JUAN HILLS GOLF CLUB, LP,
a California limited partnership ("Tenant").
1.Grant of Lease; Term. Landlord leases to Tenant, and Tenant leases from
Landlord, those certain premises in the City of San Juan Capistrano, County of Orange,
State of California more particularly described on Exhibit A attached hereto and
incorporated herein for a term of thirty (30) years, subject to the provisions of that certain
Ground Lease between the parties hereto, dated _____________, 2023 ("Lease"). The
provisions of the Lease are incorporated herein by this reference.
2.Purpose. This Memorandum is prepared for the purpose of recordation
only, and it in no way modifies the provisions of the Lease. In the event of any
inconsistency between the provisions of this Memorandum and the Lease, the provisions
of the Lease shall prevail.
3.Miscellaneous. The parties have executed this Memorandum of Lease as
of the date first set forth above on the dates and at the places indicated in their
acknowledgments below.
4.Termination. When the Lease is terminated, Tenant shall provide Landlord
with a quitclaim deed releasing all of Tenant's interest in and to said Land.
TENANT:
SAN JUAN HILLS GOLF CLUB, LP,
a California limited partnership
By: San Juan Hills Golf Club, Inc., a California
corporation, General Partner
By:_____________________________
Roberto G. Brutocao, CEO
LANDLORD:
CITY OF SAN JUAN CAPISTRANO
By:_________________________________
Benjamin Siegel, City Manager
ATTEST:
__________________________
Maria Morris, City Clerk
Approved as to Form:
_________________________
Jeff Ballinger, City Attorney
ACKNOWLEDGMENT
STATE OF CALIFORNIA )
) ss.
COUNTY OF ORANGE )
On ___________, 2023, before me, ________________________,a Notary
Public, personally appeared
________________________________________________________
who proved to me on the basis of satisfactory evidence to be the person whose name
is subscribed to the within instrument and acknowledged to me that he executed the
same in his authorized capacity, and that by his signature on the instrument the
person, or the entity upon behalf of which the person acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that
the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature (Seal)
A Notary Public or other officer completing this certificate verifies only the identity of
the individual who signed the document to which this certificate is attached, and not the
truthfulness, accuracy, or validity of that document.
ACKNOWLEDGMENT
STATE OF CALIFORNIA )
) ss.
COUNTY OF ORANGE )
On ___________, 2023, before me, ________________________, a Notary
Public, personally appeared ROBERTO G. BRUTOCAO
who proved to me on the basis of satisfactory evidence to be the person whose name
is subscribed to the within instrument and acknowledged to me that he executed the
same in his authorized capacity, and that by his signature on the instrument the
person, or the entity upon behalf of which the person acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that
the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature (Seal)
A Notary Public or other officer completing this certificate verifies only the identity of
the individual who signed the document to which this certificate is attached, and not the
truthfulness, accuracy, or validity of that document.
EXHIBIT “A”
LEGAL DESCRIPTION
May 30, 2023
WO No. 1100-8
Page 1 of 1
H&A Legal No. 10513
By: J. Kinnie
Checked By: R. Wheeler
LEASE PARCEL:
In the City of San Juan Capistrano, County of Orange, State of California, being that portion of
Section 6, Township 8 South, Range 7 West of the San Bernardino Meridian according to the
Official Plat of said Land filed in the District Land Office, April 12, 1875, described as follows:
Commencing at the intersection of San Juan Creek Road with La Novia Avenue as shown on
Record of Survey No. 93-1022, filed in Book 144, Pages 37 through 49, inclusive, of Records of
Survey, in the Office of the County Recorder of said County; thence along the centerline of said
San Juan Creek Road, South 49°48'02" West 250.00 feet; thence perpendicular, North 40°11'58"
West 43.50 feet to a line parallel with and distant 43.50 feet northwesterly of said centerline of San
Juan Creek Road, said point being the True Point of Beginning; thence along said parallel line
South 49°48'02" West 533.20 feet; thence leaving said parallel line, North 39°32'58" West 296.54 feet
to the southeasterly line of San Juan Creek Channel as shown on said Record of Survey No. 93-
1022; thence along said southeasterly line the following two (2) courses:
1) North 55°24'34" East 356.95 feet to a curve concave northwesterly having a radius of 3944.83
feet and
2) northeasterly 175.11 feet along said curve through a central angle of 2°32'36" to a line that
bears North 40°11'58" West and passes through the True Point of Beginning
; thence leaving said southeasterly line, non-tangent from said curve South 40°11'58" East 248.40
feet to the True Point of Beginning.
Containing an area of 3.307 acres, more or less
Subject to Covenants, Conditions, Reservations, Restrictions, Rights of Way and Easements of
Record, if any.
05/30/2023
JA
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ONR.KINNIESTATEOFCALI
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EDLANDSURVEYORSTATEOFCALI
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