PLSPR20250104- Approved Site Plan ExhibitsOELx OELx OELx
OE
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OE
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Tx Tx TxSSxSSx SSx
Wx Wx Wx
SSx SSxSSxSSx
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F.M. 78
(A.K.A. JOHN E. PETERSON BOULEVARD
VARIABLE WIDTH R.O.W.
10
10
10
2
5
7
4
60.2'
195.6'
25.0'
20
.
0
'
10.0'
22
.
0
'
20
.
0
'
20-FT RIGHT-OF-WAY
DEDICATION
EXISTING CEMETERY
FEMA FLOOD MAP 48029C0620F,
COMMUNITY PANEL NO. 620 OF
785, DATED SEPTEMBER 29, 2010
NEW CONC DUMPSTER
PAD WITH 12'X12'X8'
MASONRY WALL
ENCLOSURE WITH
SOLID METAL GATES
FF =705.50
FF =705.50 FF =705.50
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
FDC
20.0'
10
.
0
'
20-FT LANDSCAPE
BUFFER
25-FT ACCESS
EASEMENT
9
4
10
8
10.0'20
.
0
'
UNDERGROUND
FUEL TANK
20-FT WATER &
SANITARY SEWER
EASEMENT.
20.1'
25-FT ACCESS
EASEMENT
R25
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R2
5
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R25
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32.0'
30.0'R25
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R
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R2
5
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'
8-FT HEIGHT
MASONRY WALL
8-FT HEIGHT
MASONRY WALL
20
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'
R2
5
.
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25.0'
25
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25.0'
R50.0'R2
5
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6
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S58° 40' 00"W
82.08'
N3
0
°
3
7
'
5
7
"
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2
7
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'
N62° 33' 21"E 210.00'
N3
0
°
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2
8
"
W
2
0
6
.
1
2
'
N62° 17' 41"E 208.60'
S3
0
°
0
4
'
1
2
"
E
1
6
7
.
2
2
'
S61° 37' 09"W
67.74'
S3
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°
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3
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1
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1
'
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°
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2
9
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3
'
S2
9
°
5
6
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5
1
"
E
29
.
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0
'
S59° 02' 07"W 244.11'
S25°
3
6
'
4
2
"
W
42.88
'
S07
°
0
6
'
4
2
"
W
75.
0
0
'
S59° 16' 42"W 104.89'
N62° 12' 17"E 165.06'
N3
0
°
1
2
'
1
9
"
W
1
6
8
.
6
6
'
N62° 12' 16.83"E
207.84
N62° 12' 16.83"E
165.85
N30° 13' 27.53"W
20.02
N30° 04' 12.47"W
20.02
12
.
0
'
12
.
0
'
20-FT LANDSCAPE
BUFFER
FM 78
CONVENIENCE
STORE (7,450 SQFT)RESTAURANT
(2,730 SQFT)
SHELL SPACE
(3,260 SQFT)DIN
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DT W
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30x7
2
x
4
2
H
42x24
42"L
42x24
42"L
42x24
42x24 42x24
42"L
42x24
5'
X
5
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'
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7
63
.
5
'
TITLE:
PROJECT DESCRIPTION:
SIGNATURE/SEAL
Notes:
BURGER KING
1008 FM 78
SCHERTZ, TX 78154
LEGEND
PERMIT SET
RCERAO’S CONSULTING
ENGINEERS
TXPE FIRM#17655
P.O. BOX. 592991 SAN ANTONIO TX 78258
PHONE: 210.549.7557. FAX:512.856.4595
ww.raosengineering.com
LOCATION MAP
(NOT TO SCALE)
SITE
N
OWNER/DEVELOPER:
BK 515 INVESTMENTS LLC
3122 RUNNING FAWN,
SAN ANTONIO, TX, 78261
ENGINEER:
RAO'S CONSULTING ENGINEERS
P.O. BOX 592991
SAN ANTONIO, TEXAS 78258
TEL: (210)549-7557
FAX: (512)-856-4595
SURVEYOR:
MATKIN HOOVER ENGINEERING & SURVEYING
8 SPENCER ROAD, SUITE 300
BOERNE, TEXAS 78006
PHONE: (830)249-0600
LEGAL DESCRIPTION:
DESCRIPTION OF A CALLED 5.397 ACRE TRACT OF LAND, SITUATED IN THE CITY
OF SCHERTZ, TEXAS, OUT OF IN THE G. MALPAZ SURVEY NO. 67, ABSTRACT 221,
GUADALUPE COUNTY, TEXAS .
N
W
S
E
NOTE:
PORTIONS OF REFERENCED PROPERTY ARE IN ZONE "X", AREAS DETERMINED TO BE OUTSIDE
THE 0.2% ANNUAL CHANCE FLOODPLAIN, PORTION OF THE TRACT IN ZONE "AE" AND ZONE "A"
SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD,
NO BASED FLOOD ELEVATIONS DETERMINED, AS SHOWN ON THE FEMA FLOOD MAP
48029C0620F, COMMUNITY PANEL NO. 620 OF 785, DATED SEPTEMBER 29, 2010.C1.00
SITE PLAN
PROPOSED CONCRETE CURB
EXISTING CONCRETE CURB
PROPOSED CONCRETE HEADER CURB
MISC. TRAFFIC SIGN
ACCESSIBLE PARKING
PROPOSED FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
PROPOSED REMOTE FIRE DEPARTMENT
EXISTING FIRE HYDRANT
TRAFFIC LIGHTTL
GUARD POST
LIGHT POLE
POWER POLE
GRATE
CONNECTION
WHEELSTOP
EXISTING FENCE
PROPOSED FENCE
OHE EXISTING OVERHEAD ELECTRIC
RETAINING WALL
8' MASONRY SCREEN WALL
EXISTING CONCRETE AREAS
EXISTING WATER VALVE
PROPOSED WATER VALVEWHEEL STOP NOTE:
WHEEL STOPS ARE REQUIRED FOR ALL AREAS OF HEAD-IN PARKING ADJACENT TO
LANDSCAPED AREAS. WHEEL STOPS WILL BE PLACED SO THAT THE OVERHANG OF
VEHICLES IS CONTAINED TOTALLY WITHIN THE PARKING SPACE.
LIGHT NOTE:
THIS SITE WILL COMPLY WITH ALL LIGHTING AND GLARE STANDARDS ACCORDING TO
THE UNIFIED DEVELOPMENT CODE AT THE TIME OF BUILDING PERMIT.
SIGNAGE NOTE:
ALL SIGNAGE WILL COMPLY WITH UNIFIED DEVELOPMENT CODE AT THE TIME OF
BUILDING PERMIT.
FLOODPLAIN NOTE:
PORTIONS OF REFERENCED PROPERTY ARE IN ZONE "X", AREAS DETERMINED TO BE
OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, PORTION OF THE TRACT IN ZONE
"AE" AND ZONE "A" SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE
1% ANNUAL CHANCE FLOOD, NO BASED FLOOD ELEVATIONS DETERMINED, AS SHOWN
ON THE FEMA FLOOD MAP 48029C0620F, COMMUNITY PANEL NO. 620 OF 785, DATED
SEPTEMBER 29, 2010.
TYPICAL FIRE LANE DETAIL
TYP. CONC. CURB
RED PAVING STRIPING IN
ACCORDANCE WITH FIRE
MARSHALL'S REQUIREMENTS
(TYP. ALL DESIGNATED FIRE
LANES).
TYP. CURB ISLAND
(OPTIONAL AT FIRE
MARSHALLS DISCRETION)
N.T.S
FIRE LANE
PROPOSED FIRE LANE
LANDSCAPE
PROPOSED CONCRETE PAVEMENT
EXISTING CONTOUR600
04/23/2025 3:09:29 PM
Ap Certified By:
Daisy Marquez, Planner
Planning and Community Development
04/24/2025 4:09:37 PM
Ap Approved By:
Daisy Marquez, Planner
Planning & Community Development
1429
1420
1614
1425
14241428
1427 1426
1185
FM 78
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(A.K.A. JOHN E. PETERSON BOULEVARD
VARIABLE WIDTH R.O.W.
OELx OELx OELx OELx
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S58° 40' 00"W 82.08'
N3
0
°
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'
5
7
"
W
2
7
5
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5
2
'
N62° 33' 21"E 210.00'
N3
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°
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N62° 17' 00"E 208.70'
N3
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N62° 12' 17"E 165.06'
S3
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1
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S61° 37' 09"W 67.74'
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S29° 56' 51"E
29.00'
S59° 02' 07"W 244.11'
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S59° 16' 42"W 104.89'
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Sheet Number:
Sheet Title:
Issue Date: 11-22-22
Drawn By:
Checked By:
Project Number: 22047
Revisions
10
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8
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11-22-22
L1.01
TREE
PRESERVATION
PLAN
TREE PRESERVATION LEGEND
TREE TO BE REMOVED
TREE TO REMAIN
TREE PRESERVATION FENCING
GRAPHIC SCALE
FEET06030
Scale 1"=30' - 0"
TREE PRESERVATION NOTES
CONSTRUCTION METHODS:
BORING: BORING OF UTILITIES UNDER PROTECTED TREES
MAY BE REQUIRED. WHEN REQUIRED, THE MINIMUM
LENGTH OF THE BORE SHALL BE THE WIDTH OF THE
CRITICAL ROOT ZONE AND SHALL BE A MINIMUM DEPTH OF
FORTY (48) INCHES.
TRENCHING: ALL TRENCHING SHALL BE DESIGNED TO
AVOID TRENCHING ACROSS CRITICAL ROOT ZONES OF ANY
PROTECTED TREE. THE PLACEMENT OF UNDERGROUND
UTILITY LINES SUCH AS ELECTRIC, PHONE, GAS, ETC., IS
ENCOURAGED TO BE LOCATED OUTSIDE THE CRITICAL
ROOT ZONE. TRENCHING FOR IRRIGATION SYSTEMS SHALL
BE PLACED OUTSIDE THE CRITICAL ROOT ZONE EXCEPT
THE MINIMUM REQUIRED SINGLE HEAD SUPPLY LINE. THIS
LINE IS ALLOWED TO EXTEND INTO THE CRITICAL ROOT
ZONE PERPENDICULAR TO THE TREE TRUNK WITH THE
LEAST POSSIBLE DISTURBANCE.
TREES TO BE REMOVED: ALL TREES TO BE REMOVED FROM
THE SITE SHALL BE FLAGGED BY THE CONTRACTOR WITH
BRIGHT RED VINYL TAPE WRAPPED AROUND THE MAIN
TRUNK AT A HEIGHT OF FOUR (4') FEET ABOVE GRADE.
TREES TO REMAIN: ALL TREES TO REMAIN, AS NOTED ON
DRAWINGS, SHALL HAVE PROTECTIVE FENCING LOCATED
AT THE TREE'S DRIP LINE. THE PROTECTIVE FENCING SHALL
BE LOCATED AS INDICATED ON THE TREE PROTECTION
DETAIL.
EXISTING TREES NOTED TO REMAIN SHALL BE PROTECTED
DURING CONSTRUCTION FROM DAMAGE AND COMPACTION
OF SOIL UNDER AND AROUND DRIP LINE OF TREE.
UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR
PRUNE ANY PORTION OF THE DAMAGED TREE WITHOUT
THE PRIOR APPROVAL BY THE OWNER'S AUTHORIZED
REPRESENTATIVE.
PROHIBITED ACTIVITIES IN CRITICAL ROOT ZONE:
THE FOLLOWING ACTIVITIES ARE PROHIBITED IN THE AREAS
NOTED AS THE CRITICAL ROOT ZONE.
MATERIAL STORAGE: NO MATERIALS INTENDED FOR USE IN
CONSTRUCTION, OR WASTE MATERIALS ACCUMULATED
DUE TO EXCAVATION OR DEMOLITION, SHALL BE PLACED
WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY
PROTECTED TREE.
EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT
SHALL BE CLEANED, OR OTHER LIQUIDS DEPOSITED OR
ALLOWED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE
OF A PROTECTED TREE. THIS INCLUDES, WITHOUT
LIMITATION: PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE,
MORTAR OR SIMILAR MATERIALS.
TREE ATTACHMENTS: NO SIGNS, WIRES, OR OTHER
ATTACHMENTS, OTHER THAN THOSE OF A PROTECTIVE
NATURE, SHALL BE ATTACHED TO ANY PROTECTED TREE.
VEHICULAR TRAFFIC: NO VEHICULAR AND/OR
CONSTRUCTION, EQUIPMENT, TRAFFIC, OR PARKING SHALL
TAKE PLACE WITHIN THE LIMITS OF THE CRITICAL ROOT
ZONE OF ANY PROTECTED TREE OTHER THAN ON EXISTING
STREET PAVEMENT.
GRADE CHANGES: A MINIMUM OF 75% OF THE DRIP LINE
AND ROOT ZONE SHALL BE PRESERVED AT NATURAL
GRADE. ANY FINE GRADING DONE WITHIN THE CRITICAL
ROOT ZONES OF THE PROTECTED TREES MUST BE DONE
WITH LIGHT MACHINERY SUCH AS A BOBCAT OR LIGHT
TRACTOR. NO EARTH MOVING EQUIPMENT WITH TRACKS IS
ALLOWED WITHIN THE CRITICAL ROOT ZONE OF THE TREES.
PROCEDURES REQUIRED PRIOR TO CONSTRUCTION:
PROTECTIVE FENCING: PRIOR TO CONSTRUCTION, THE
CONTRACTOR OR SUBCONTRACTOR SHALL CONSTRUCT
AND MAINTAIN, FOR EACH PROTECTED TREE ON A
CONSTRUCTION SITE, A PROTECTIVE FENCING WHICH
ENCIRCLES THE OUTER LIMITS OF THE CRITICAL ROOT
ZONE OF THE TREE TO PROTECT IT FROM CONSTRUCTION
ACTIVITY. ALL PROTECTIVE FENCING SHALL BE IN PLACE
PRIOR TO COMMENCEMENT OF ANY SITE WORK, AND
REMAIN IN PLACE UNTIL ALL EXTERIOR WORK HAS BEEN
COMPLETED.
BARK PROTECTION: IN SITUATIONS WHERE A PROTECTED
TREE REMAINS IN THE IMMEDIATE AREA OF INTENDED
CONSTRUCTION, AND THE LANDSCAPE ARCHITECT OR
OWNERS'S REPRESENTATIVE DETERMINES THE TREE BARK
TO BE IN DANGER OF DAMAGE BY CONSTRUCTION
EQUIPMENT OR OTHER ACTIVITY, THE CONTRACTOR OR
SUBCONTRACTOR SHALL PROTECT THE TREE BY
ENCLOSING THE ENTIRE CIRCUMFERENCE OF THE TREE
WITH 2"X4" LUMBER ENCIRCLED WITH WIRE OR OTHER
MEANS THAT DO NOT DAMAGE THE TREE. THE INTENT IS
TO PROTECT THE BARK OF THE TREE AGAINST INCIDENTAL
CONTACT BY LARGE CONSTRUCTION EQUIPMENT.
TREE PROTECTION FENCING
N.T.S.
1
METAL T-POST 2'-3'
IN GROUND
ORANGE VINYL OR CHAIN LINK
FENCE TO REMAIN DURING
CONSTRUCTION
NO GRADING SHALL OCCUR
WITHIN LIMITS OF DRIPLINE
EXISTING TREE
NO ENTRY SIGNAGE
4'
M
I
N
.
BORING:
BORING OF UTILITIES UNDER PROTECTED TREES SHALL BE REQUIRED IN CIRCUMSTANCES
WHERE IT IS NOT POSSIBLE TO TRENCH AROUND THE CRITICAL ROOT ZONE OF THE
PROTECTED TREE. WHERE REQUIRED, THE LENGTH OF THE BORE SHALL BE THE WIDTH OF
THE CRITICAL ROOT ZONE AT A MINIMUM AND SHALL BE A MINIMUM DEPTH OF FORTY EIGHT
(48") INCHES.
TRENCH =
40% ROOT KILL
TUNNELING
SAVES ROOTS
PROTECTED TREE
DRIP LINE
BORING AND TUNNELING
N.T.S.
2
WHERE A PROTECTED TREE REMAINS IN THE IMMEDIATE AREA OF INTENDED CONSTRUCTION, AND
THE TREE MAY BE IN DANGER OF BEING DAMAGED BY CONSTRUCTION EQUIPMENT OR OTHER
ACTIVITY, THE CONTRACTOR OR SUBCONTRACTOR SHALL PROTECT THE TREE WITH 2" X 4" LUMBER
ENCIRCLED WITH WIRE OR OTHER MEANS THAT DO NOT DAMAGE THE BARK OF THE TREE. THE
INTENT IS TO PROTECT THE TRUNK OF THE TREE AGAINST INCIDENTAL CONTACT BY LARGE
CONSTRUCTION EQUIPMENT.
2" X 4" LUMBER
WIRE
FINISH GRADE
BARK PROTECTION
N.T.S.
3
04/23/2025 3:04:16 PM
Ap Certified By:
Daisy Marquez, Planner
Planning and Community Development
04/24/2025 4:11:22 PM
Ap Approved By:
Daisy Marquez, Planner
Planning & Community Development
BERMUDA SOLID
SOD, TYP.
BERMUDA SOLID SOD, TYP.
2
ELO
1
CE
2
CE
15
RM
1
CE
1
CE
30
RM
7
ELO
30
TS
12
WM
1
CE
1
ELO
23
PJ
2
CE
1
CE
15
FP
1
CE
4
CE
2
RY
6
DY
3
GM
6
RY
6
DY
7
GM
35
GL
25
SC
LIMITS O
F
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T
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I
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1
CE
40
'
-
0
"
3'
-
0
"
5'-5"
52
RM
8
PJ
10
RM
14
WM
9
TS
8' MASONRY
SCREEN WALL; REF.
CIVIL, TYP.
15
RM
39
WM
10
TS
1
CE
TREE CALCULATION BASED ON LIMITS
OF CONSTRUCTION. SHOULD DEVELOPMENT
OCCUR IN ARE OUTSIDE THE LIMITS, PROPERTY
TO BE BROUGHT UP TO CODE WITH REGARD TO TREES.
8
LA
1
LA
28'-1"
18'-6"
5'-0"
26'-0"
24'-6"
20
'
-
0
"
20'-1"
7
ELO
3
LA
18
PJ
1
CE
20-FT RIGHT-OF-WAY
DEDICATION 20-FT LANDSCAPE
BUFFER
25-FT ACCESS
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SINGLE FAMILY (E1)
RESIDENTIAL
GRAPHIC SCALE
FEET06030
Scale 1"=30' - 0"
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Sheet Number:
Sheet Title:
Issue Date: 11-22-22
Drawn By:
Checked By:
Project Number: 22047
Revisions
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11-22-22
L1.02
LANDSCAPE
PLAN
GENERAL LAWN NOTES
1.CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF EXISTING
TOPSOIL WITH ON-SITE CONSTRUCTION MANAGER
2.LAWN AREAS SHALL BE LEFT 1" BELOW FINAL FINISHED GRADE PRIOR TO
TOPSOIL INSTALLATION.
3.CONTRACTOR TO FIND GRADE AREAS TO ACHIEVE FINAL CONTOURS AS SHOWN
ON CIVIL DRAWINGS. POSITIVE DRAINAGE SHALL BE PROVIDED AWAY FROM ALL
BUILDINGS. ROUNDING AT TOP AND BOTTOM OF SLOPES SHALL BE PROVIDED
AND IN OTHER BREAKS IN GRADE. CORRECT AREAS WHERE STANDING WATER
MAY OCCUR.
4.ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY
SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION
MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN INSTALLATION.
5.CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" IN DIAMETER AND LARGER.
REMOVE ALL DIRT CLODS, STICKS, CONCRETE SPOILS, TRASH ETC PRIOR TO
PLACING TOPSOIL AND GRASS INSTALLATION.
6.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE.
7.CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE TURF AREA
AND SHALL PROVIDE REPLACEMENT IF NECESSARY.
SOLID SOD:
1.SOLID SOD SHALL BE PLACED ALONG ALL IMPERVIOUS EDGES, AT A MINIMUM.
THIS SHALL INCLUDE CURBS, WALKS, INLETS, MANHOLES AND PLANTING BED
AREAS. SOD SHALL COVER OTHER AREAS COMPLETELY AS INDICATED BY PLAN.
2.SOD SHALL BE STRONGLY ROOTED DROUGHT RESISTANT SOD, NOT LESS THAN
2 YEARS OLD, FREE OF WEEDS AND UNDESIRABLE NATIVE GRASS AND MACHINE
CUT TO PAD THICKNESS OF 3/4" (+1/4"), EXCLUDING TOP GROWTH AND THATCH.
3.LAY SOD BY HAND TO COVER INDICATED AREAS COMPLETELY, ENSURING EDGES
ARE TOUCHING WITH TIGHTLY FITTING JOINTS, NO OVERLAPS WITH STAGGERED
STRIPS TO OFFSET JOINTS.
4.TOP DRESS JOINTS IN SOD BY HAND WITH TOPSOIL TO FILL VOIDS IF NECESSARY
5.SOD SHALL BE ROLLED TO CREATE A SMOOTH EVEN SURFACE. SOD SHOULD BE
WATERED THOROUGHLY DURING INSTALLATION PROCESS.
6.SHOULD INSTALLATION OCCUR BETWEEN OCTOBER 1ST AND MARCH 1ST,
OVERSEED BERMUDAGRASS SOD WITH WINTER RYEGRASS AT A RATE OF 4
POUNDS PER 1000 S.F.
HYDROMULCH:
1.SCARIFY AND LOOSEN ALL AREAS TO BE HYDROMULCHED TO A MINIMUM
DEPTH OF 4" PRIOR TO TOPSOIL AND HYDROMULCH INSTALLATION.
2.BERMUDA GRASS SEED SHALL BE EXTRA HULLED, TREATED LAWN TYPE.
SEED SHALL BE DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED
CONTAINER AND SHALL MEET ALL STATE/LOCAL LAW REQUIREMENTS.
3.FIBER SHALL BE 100% WOOD CELLULOSE FIVER, DELIVERED TO THE SITE IN
ITS ORIGINAL UNOPENED CONTAINER AS MANUFACTURED BY "CONWEB' OR
EQUAL.
4.FIBER TACK SHALL BE DELIVERED TO THE SITE IN ITS UNOPENED CONTAINER
AND SHALL BE 'TERRO-TACK ONE', AS MANUFACTURED BY GROWERS, INC OR
APPROVED EQUAL.
5.HYDROMULCH WITH BERMUDA GRASS SEET AT A RATE OF 2 POUNDS PER
1000 S.F.
6.USE A BATTER BOARD AGAINST ALL BED AREAS TO PREVENT OVER SPRAY.
7.IF INADEQUATE MOISTURE IS PRESENT IN SOIL, APPLY WATER AS NECESSARY
FOR OPTIMUM MOISTURE FOR SEED APPLICATION.
8.IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1ST AND MAY 1ST, ALL
HYDORMULCH AREAS SHALL BE OVER-SEEDED WITH WINTER RYE GRASS AT
A RATE OF FOUR POUNDS PER ONE THOUSAND SQUARE FEET. CONTRACTOR
SHALL BE REQUIRED TO RE-HYDROMULCH WITH BERMUDA GRASS THE
FOLLOWING GROWING SEASON AS PART OF THIS CONTRACT.
9.AFTER APPLICATION, NO EQUIPMENT SHALL OPERATE OVER APPLIED AREAS.
WATER SEEDED AREAS IMMEDIATELY AFTER INSTALLATION TO SATURATION.
10.ALL LAWN AREAS TO BE HYDROMULCHED SHALL ACHIEVE 100% COVERAGE
PRIOR TO FINAL ACCEPTANCE.
LANDSCAPE NOTES
1.CONTRACTOR TO VERIFY AND LOCATE ALL PROPOSED AND EXISTING
ELEMENTS. NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED
REPRESENTATIVE FOR ANY LAYOUT DISCREPANCIES OR ANY CONDITION
THAT WOULD PROHIBIT THE INSTALLATION AS SHOWN. SURVEY DATA OF
EXISTING CONDITIONS WAS SUPPLIED BY OTHERS
2.CONTRACTOR SHALL CALL 811 TO VERIFY AND LOCATE ANY AND ALL
UTILITIES ON SITE PRIOR TO COMMENCING WORK. LANDSCAPE
ARCHITECT SHOULD BE NOTIFIED OF ANY CONFLICTS. CONTRACTOR TO
EXERCISE EXTREME CAUTION WHEN WORKING NEAR UNDERGROUND
UTILITIES.
3.A MINIMUM OF 2% SLOPE SHALL BE PROVIDED AWAY FROM ALL
STRUCTURES.
4.CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS
AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL
FINISHED GRADE IN PLANTING AREAS AND 1" BELOW FINAL FINISHED
GRADE IN LAWN AREAS.
5.LANDSCAPE ISLANDS SHALL BE CROWNED, AND UNIFORM THROUGHOUT
THE SITE.
6.PLANTING AREAS AND SOD TO BE SEPARATED BY STEEL EDGING. NO
STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS, WALKS
OR CURBS. EDGING NOT TO BE MORE THAN 1/2" ABOVE FINISHED GRADE.
7.EDGING SHALL BE CUT AT 45 DEGREE ANGLE WHERE IT INTERSECTS
WALKS AND/OR CURBS.
8.MULCH SHALL BE INSTALLED AT 1/2" BELOW THE TOPS OF SIDEWALKS
AND CURBING.
9.QUANTITIES ON THESE PLANS ARE FOR REFERENCE ONLY. THE SPACING
OF PLANTS SHOULD BE AS INDICATED ON PLANS OR OTHERWISE NOTED.
ALL TREES AND SHRUBS SHALL BE PLANTED PER DETAILS.
10.CONTAINER GROWN PLANT MATERIAL IS PREFERRED HOWEVER BALL
AND BURLAP PLANT MATERIAL CAN BE SUBSTITUTED IF NEED BE AND IS
APPROPRIATE TO THE SIZE AND QUALITY INDICATED ON THE PLANT
MATERIAL LIST.
11.TREES SHALL BE PLANTED AT A MINIMUM OF 5' FROM ANY UTILITY LINE,
SIDEWALK OR CURB. TREES SHALL ALSO BE 10' CLEAR FROM FIRE
HYDRANTS.
12.4" OF SHREDDED HARDWOOD MULCH (2" SETTLED THICKNESS) SHALL BE
PLACED OVER WEED BARRIER FABRIC. MULCH SHALL BE SHREDDED
HARDWOOD MULCH OR APPROVED EQUAL, PINE STRAW MULCH IS
PROHIBITED.
13.WEED BARRIER FABRIC SHALL BE USED IN PLANT BEDS AND AROUND ALL
TREES AND SHALL BE MIRAFI 1405 WEED BARRIER OR APPROVED EQUAL.
14.CONTRACTOR TO PROVIDE UNIT PRICING OF LANDSCAPE MATERIALS
AND BE RESPONSIBLE FOR OBTAINING ALL LANDSCAPE AND IRRIGATION
PERMITS.
IRRIGATION:
1.ALL REQUIRED LANDSCAPE AREAS SHALL HAVE AN AUTOMATIC
IRRIGATION SYSTEM WITH A FREEZE/RAIN SENSOR. SYSTEM SHALL ALSO
HAVE AN ET WEATHER BASED CONTROLLER AND BE DESIGNED AND
INSTALLED BY A LICENSED IRRIGATOR. AUTOMATIC IRRIGATION SYSTEM
SHALL BE INSTALLED UNDERGROUND.
MAINTENANCE REQUIREMENTS:
1.VEGETATION SHOULD BE INSPECTED REGULARLY TO ENSURE THAT
PLANT MATERIAL IS ESTABLISHING PROPERLY AND REMAINS IN A
HEALTHY GROWING CONDITION APPROPRIATE FOR THE SEASON. IF
DAMAGED OR REMOVED, PLANTS MUST BE REPLACED BY A SIMILAR
VARIETY AND SIZE.
2.MOWING, TRIMMING, EDGING AND SUPERVISION OF WATER
APPLICATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
UNTIL THE OWNER OR OWNER'S REPRESENTATIVE ACCEPTS AND
ASSUMES REGULAR MAINTENANCE.
3.ALL LANDSCAPE AREAS SHOULD BE CLEANED AND KEPT FREE OF
TRASH, DEBRIS, WEEDS AND OTHER MATERIAL.
MISCELLANEOUS MATERIALS:
1.STEEL EDGING SHALL BE 3/16" X 4 X 16' DARK GREEN DURAEDGE
STEEL LANDSCAPE EDGING UNLESS NOTED OTHERWISE ON
PLANS/DETAILS.
PRUNING AND TRIMMING NOTES
1.CONTRACTOR SHALL PRUNE ALL EXISTING TREES ON-SITE USING
STANDARD GUIDELINES IN THE INDUSTRY.
2.ALL TREES SHALL BE TRIMMED SO THAT NATURAL SHAPES OF THE
PLANTS ARE RETAINED.
3.DO NOT 'TOP' OR 'HEAD' TREES.
4.IF BALLING OR SHEARING OF TREES HAS OCCURRED IN THE PAST,
DISCONTINUE THIS PRACTICE AND ALLOW PLANTS TO GROW INTO
NATURAL SHAPE.
5.REMOVE SUCKERS, DEAD, DYING, DISEASED, BROKEN AND / OR WEAK
BRANCHES FROM ALL TREES ALONG THE MAIN TRUNK STRUCTURE AND
WITHIN THE BRANCHING AREA.
6.CONTRACTOR SHALL PRUNE EXISTING DECIDUOUS HARDWOOD BY
REMOVING LOWER LIMBS TO RAISE THE CANOPY. THE BOTTOM OF THE
CANOPY SHALL BE RAISED TO 12'-0" ABOVE GRADE FOR DECIDUOUS
HARDWOOD TREES, WHEN POSSIBLE. THE INTEGRITY OF THE CANOPY
AND STRUCTURE OF THE TREE SHALL BE MAINTAINED. DO NOT CUT OR
PRUNE CENTRAL LEADERS.
7.CONTRACTOR SHALL THIN THE CANOPY BY ONE-FOURTH. PRUNE TREE
TO EVENLY SPACE BRANCHES WITHIN THE CANOPY WHENEVER
POSSIBLE. REMOVE THOSE LIMBS THAT CROSS OTHERS, DOUBLE
LEADERS AND THOSE THAT EXCESSIVELY EXTEND BEYOND THE
NATURAL CROWN OF THE TREE.
8.CONTRACTOR SHALL PROVIDE DEEP ROOT FEEDING AND INVIGORATION
OF EXISTING TREES. THIS SHALL BE ORGANIC BASED NUTRIENTS
BASED FOR ROOT GROWTH AND LEAF GROWTH STIMULATION.
9.CONTRACTOR SHALL BE REQUIRED TO CHIP ALL REMOVED BRANCHES,
LEAFS, ETC.
04/23/2025 3:04:12 PM
Ap Certified By:
Daisy Marquez, Planner
Planning and Community Development
04/24/2025 4:11:31 PM
Ap Approved By:
Daisy Marquez, Planner
Planning & Community Development
Level 1
0' - 0"
Level 1
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FIBER CEMENT BOARD PANEL
METAL AWNING
T.O. PARAPET
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T.O. PARAPET
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T.O.PARAPET
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FIBER CEMENT BOARD PANEL
3 PART STUCCO SYSTEM
PARAPET CAP
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PARAPET CAP
DOWNSPOUT
PARAPET CAP
Level 1
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Level 1
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8'
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FIBER CEMENT BOARD PANEL
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3 PART STUCCO SYSTEM
PARAPET CAP
FIBER CEMENT BOARD PANEL
3 PART STUCCO SYSTEM
PARAPET CAP
METAL AWNING
STOREFRONT GLAZING SYSTEM STOREFRONT GLAZING SYSTEM
METAL AWNING
Level 1
0' - 0"
Level 1
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ROOF SLOPE
BEYOND
T.O. PARAPET
21' - 0"
T.O. PARAPET
21' - 0"
T.O.PARAPET
23' - 0"
T.O.PARAPET
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FIBER CEMENT BOARD PANEL
STUCCO
METAL AWNING
2'
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21
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23
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3 PART STUCCO SYSTEM
FIBER CEMENT BOARD PANEL
PARAPET CAP PARAPET CAP
Level 1
0' - 0"
Level 1
0' - 0"
T.O. PARAPET
21' - 0"
T.O. PARAPET
21' - 0"
T.O.PARAPET
23' - 0"T.O.PARAPET
23' - 0"
METAL AWNING
3 PART STUCCO SYSTEM
FIBER CEMENT BOARD PANEL
2'
-
0
"
21
'
-
0
"
23
'
-
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PARAPET CAP
METAL AWNING
DRIVE THRU WINDOW
3 PART STUCCO SYSTEM
FIBER CEMENT BOARD PANEL
PARAPET CAP
ROOF SLOPE
BEYOND
DRIVE THRU WINDOW
REVISIONS
PROJECT NUMBER
DATE
SHEET NUMBER
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A4.01
1/8" = 1'-0"2 SOUTH BUILDING PROFILE
1/8" = 1'-0"1 NORTH BUILDING PROFILE
1/8" = 1'-0"3 WEST BUILDING PROFILE
1/8" = 1'-0"4 EAST BUILDING PROFILE
04/23/2025 3:11:49 PM
Ap Certified By:
Daisy Marquez, Planner
Planning and Community Development
04/24/2025 4:10:21 PM
Ap Approved By:
Daisy Marquez, Planner
Planning & Community Development
Sheet A4.01 previously
approved on 04/24/2025 has
been replaced with Sheets
A2.1 and A2.2 approved
06/17/2025. Do not utilize this
sheet as part of the officially
approved as it is replaced with
the following two sheets. E.
Delgado 06/17/2025
1'-
6
"
FIN. FLR.
0'-0"
T.O. PARAPET
21'-0" A.F.F.
T.O. PARAPET
23'-0" A.F.F.
B.O. CANOPY
11'-0" A.F.F.
T.O. STOREFRONT
10'-0" A.F.F.
B.O. SOFFIT
18'-0" A.F.F.
FIN. FLR.
0'-0"
T.O. PARAPET
21'-8" A.F.F.
B.O. CANOPY
12'-6" A.F.F.
T.O. PARAPET
27'-0" A.F.F.
2'-
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11
'
-
0
"
11
'
-
0
"
10
'
-
0
"
10
'
-
0
"
1'-6"14'-7"12'-638"2'-0"16'-514"2'-0"60'-1078"1'-8"9'-512"1'-8"1'-8"7'-15 8"9'-512"1'-8"4'-10"2'-0"
3'-
0
"
STOREFRONT
SYSTEM AS SCHED.
STOREFRONT
SYSTEM AS SCHED.
STOREFRONT
SYSTEM AS SCHED.
STOREFRONT
SYSTEM AS SCHED.
STOREFRONT
SYSTEM AS SCHED.
3 PART STUCCO
SYSTEM-COLOR TO BE
DETERMINED
PREFIN. METAL CAP
PREFIN. METAL CAP
PREFIN. METAL CAP WALL BEYOND
ACM PANELS
THINSET BRICK
WAINSCOT
PREFIN. METAL SIDING,
WOOD LOOK
THINSET BRICK
WAINSCOT
THINSET BRICK
WAINSCOT
PREFIN. METAL
CAP
BRICK ROWLOCK
BRICK ROWLOCKTHESE WINDOWS
BEHIND COUNTER TO
BE BLACKED OUT
BURGER KING ENTRY
FDC
3-PART STUCCO WITH
HORIZONTAL REVEALS
PREFIN. METAL CAP
ROOF BEYOND
THINSET BRICK
WAINSCOT
BRICK ROWLOCK
J-BOX FOR FUTURE
TENANT SIGN
J-BOX FOR FUTURE
TENANT SIGN
(3) TS COLUMNS,
PAINTED
ACM PANELS
CANOPY AT LEASE
SPACES3-PART STUCCO WITH
HORIZONTAL REVEALS
PREFIN. METAL CAP
SHOWN DASHED
CANOPY AT
C-STORE AWNINGS
TPO ROOF CANOPY
45'-2" BURGER KING WALL TO OUTSIDE OF METAL STUDS
17'-83 8"10'-6"PILASTER WALL
CANOPY LINE UP WITH
PILASTER WALL
ACCENT LINEAR
LIGHTS UNDER
ACM PANELS
7'-
0
"
4'
-
4
"
5'-
8
"
5'
-
8
"
C-STOREBK
C-STOREBK
FIBER CEMENT BOARD
PANEL-NICHIHA NEW
VINTAGE
WOOD-POPLAR
LIGHTS UNDER
CANOPY
ACM PANELS ON
ORANGE FASCIA
NICHIHA FIBER CEMENT
TEXTURED PANEL-ARCH.
BLOCK-GRAY
1'-
6
"
10
'
-
6
"
ELEVATION DIMENSIONS ARE
FROM WALL FINISHES UNLESS
NOTED OTHERWISE
J-BOX FOR FUTURE
TENANT SIGN
12'-0"17'-812"14'-67 8"12'-638"
20'-514"60'-1014"12'-912"7'-15 8"12'-912"4'-10"2'-0"
28'-10"
8'-
2
"
10
'
-
0
"
FIN. FLR.
0'-0"
T.O. PARAPET
21'-0" A.F.F.
T.O. PARAPET
27'-0" A.F.F.
B.O. DRIVE THRU
CANOPY
12'-6" A.F.F.
FIN. FLR.
0'-0"
T.O. PARAPET
21'-0" A.F.F.
B.O. CANOPY
10'-6" A.F.F.21
'
-
0
"
2'-
0
"
3'-
0
"
21
'
-
8
"
12
'
-
6
"
4'-6"
5'-0"
T.O. JOIST
18'-0" A.F.F.
T.O. JOIST
18'-10" A.F.F.
7'-
3
"
3'-
3
"
3'-
1
0
"
12
'
-
6
"
12
'
-
6
"
1'
-
6
"
3 PART STUCCO
SYSTEM
FIBER CEMENT BOARD
PANEL NICHIHA-NEW
VINTAGE WOOD
THINSET BRICK
WAINSCOT
THINSET BRICK REVERSED BRICK
KING RED,
VERTICAL
PREFIN. METAL SIDING,
WOOD LOOK AT C-STORE
BEYOND
CANOPY BEYOND AT
C-STORE
BRICK ROWLOCK
3 PART STUCCO
SYSTEM
PREFIN.
METAL CAP
C-STORE ENTRY WALL
BEYOND
(3) TS COLUMNS,
PAINTED
BACKLIT CHANNEL
LETTERSAWNING
ROOF BEYOND
SHOWED DASHEDBLACK ANODIZED
MTL. COPING
ACM-1
BLACK ANODIZED
MTL. COPING
LIGHTS UNDER
ACM PANELS
1'-
4
"
REVERSED BRICK
KING RED, VERTICAL
REVERSED BRICK
KING RED, VERTICAL
8'-03 4"11'-33 8"12'-1158"32'-614"18'-534"ACM-1
7'-
3
"
1'-2"
T.O. PARAPET
23'-0" A.F.F.
1"
5/8" EXTERIOR
GYP. SHEATHING
WATER PROOFING
MEMBRANE
2-PIECE CONTROL JOINT
3/4" STUCCO ON
METAL LATH
CONT. SEALANT
112"
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SHEET TITLE:
A2.1
EXTERIOR
ELEVATIONS
ST-2 STUCCO C-STORE, LEASES EXTERIOR FINISH EXTERIOR FINE SAND TO BE DETERMINEDSTO OR APPROVED EQ.N/A
6/13/2025
06/17/2025 1:31:45 PM
Ap Approved By:
Emily Delgado, Planning Manager
Planning & Community Development
2'-
0
"
FIN. FLR.
0'-0"
T.O. PARAPET
21'-0" A.F.F.
T.O. PARAPET
23'-0" A.F.F.
T.O. JOIST
18'-0" A.F.F.
18
'
-
0
"
FIN. FLR.
0'-0"
T.O. PARAPET
21'-0" A.F.F.
T.O. PARAPET
23'-0" A.F.F.
23
'
-
0
"
2'-
0
"
2'-
0
"
2'-
0
"
23
'
-
0
"
21
'
-
0
"
21
'
-
0
"
3'
-
0
"
7'
-
3
"
2'-
9
"
4'-
4
"
THINSET BRICK
WAINSCOT
3 PART STUCCO
SYSTEM
GALV. METAL LADDER W/
SAFETY CAGE & SECURITY
SCREEN, PTD.
DOOR AS SCHED.
DOOR AS SCHED.
C-STORE KITCHEN
DOOR AS SCHED.
THINSET BRICK
WAINSCOT
PREFIN. BLACK ANODIZED
METAL CAP - TYPICAL
PREFIN. METAL CAP
CANOPY BEYOND
WALL BEYOND
ELEC ROOMLEASE SPACES,
PTD., TYP.DOOR AS SCHED.
FOR CO2 AT BK
DOOR AS SCHED.
BK
DOOR AS SCHED.
REAR EXIT/DELIVERIES.THINSET BRICK
WAINSCOT
BRICK ROWLOCK
BRICK ROWLOCK BRICK ROWLOCK
PREFIN. METAL
SCUPPER
ROOF BEYOND
SHOWN DASHED
PREFIN. BLACK ANODIZED
METAL SCUPPER
Drive-Thru Order Pickup Mobile Order Pickup
THINSET BRICK
(3) TS COLUMNS,
PAINTED
PREFIN. BLACK ANODIZED
METAL CAP, TYP.
PREFIN. BLACK ANODIZED
METAL SCUPPER
ROOF OVERFLOW SCUPPER
PREFIN. BLACK ANODIZED
METAL - TYPICAL
PREFIN. BLACK
DOWNSPOUT -
TYPICAL
27'-0" BURGER KING WALL TO OUTSIDE OF METAL STUDS
4'-
3
"
7'-
1
"
C-STORE BK
20'-0" ELEC. ROOM
C-STORE BK
7'
-
3
"
3'-
3
"
3'-
1
0
"
ORANGE FASCIA
3 PART STUCCO
SYSTEM
THINSET BRICK
WAINSCOT
3 PART STUCCO
SYSTEM 3 PART STUCCO
SYSTEM
3 PART STUCCO
SYSTEM
10'-634"11'-758"10'-634"16'-0"11'-93 4"10'-63 4"31'-214"11'-67 8"28'-10"28'-814"
T.O. PARAPET
21'-0" A.F.F.
T.O. PARAPET
23'-0" A.F.F.
FIN. FLR.
0'-0"
T.O. PARAPET
23'-0" A.F.F.
B.O. CANOPY
12'-0" A.F.F.
T.O. JOIST
18'-0" A.F.F.
23
'
-
0
"
T.O. PARAPET
21'-0" A.F.F.
2'-
0
"
21
'
-
0
"
12
'
-
0
"
21
'
-
0
"
T.O. JOIST
18'-10 1/4" A.F.F.
10
'
-
0
"
4'-
4
"
5'-
0
"
PREFIN. METAL CAP
PREFIN. METAL CAP
3 PART STUCCO
SYSTEM
ROOF BEYOND
SHOWN DASHED
THINSET BRICK
WAINSCOT
BRICK ROWLOCK
BRICK ROWLOCK
LEASE ENTRY WALL BEYOND
WALL BEYOND
CANOPY BEYOND
LEASE ENTRY C-STORE BEYOND
BRICK ROWLOCK
THINSET BRICK
WAINSCOT
PROVIDE 'FIRE RISER'
SIGN, 6" HEIGHT WHITE
LETTERS ON RED
BACKGROUND ON DOOR
3200 SERIES KNOX BOX
MTD. 60" ABOVE
SIDEWALK
3 PART STUCCO
SYSTEM
3-PART STUCCO WITH
HORIZONTAL REVEALS
3-PART STUCCO WITH
HORIZONTAL REVEALS
14'-412"11'-112"18'-612"12'-812"
2'-
0
5
8"
15'-73 4"
72'-43 4"
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SHEET TITLE:
A2.2
EXTERIOR
ELEVATIONS
6/13/2025
06/17/2025 1:31:48 PM
Ap Approved By:
Emily Delgado, Planning Manager
Planning & Community Development