HomeMy WebLinkAboutSP2026-04SP26-04 – 1st Review 1
Email a PDF of the revised plans by September 11, 2026 at 12:00 p.m. to
emarohnic@grapevinetexas.gov, atriplett@grapveinetexas.gov, and
lflores@grapevinetexas.gov. Verify that all text is legible on an 11”x 17” sheet.
PROJECT DESCRIPTION: SP26-04; request to modify the existing landscaping
and building elevations and to construct a pavilion for an existing user, Bible Study
Fellowship.
PLANNING SERVICES
All pages in plan set
PARTIALLY ADDRESSED Add purpose statement and title block to the last t hree
pages (elevations). PS1. Revise purpose statement to read - SP26-04 is a req uest
to modify the existing landscaping and building ele vations and to construct a
pavilion for an existing user, Bible Study Fellowsh ip.
ADDRESSED PS2. Revise the case number in the signature block (SP26 -04)
Demolition and Tree Protection Plan – Sheet # L1.00A
ADDRESSED PS3. Landscape islands are required every 12 spaces and at the
terminus of each row of parking. The removal of the landscape island along the eastern
portion of the building will not be permitted.
Demolition and Tree Protection Plan – Sheet # L1.00B
No comments.
Demolition and Tree Protection Plan – Sheet # L1.00C
ADDRESSED PS4. Provide the total number of trees to be removed and the total
number of trees to be planted.
PARTIALLY ADDRESSED Revise the size of T7, T10, and T11 in the proposed tree
list. 3 caliper inches is required. PS5. Some of the trees being planted are not on our
required tree list. Provide a total count of trees that are from the required tree list to
prove that trees not on the list will not need to count towards the overall requirement.
ADDRESSED PS6. Provide the required interior landscape area calculation (Section
53. Landscaping Regulations, Subsection H. C)
Site Zone Plan – Sheet # L1.00
ADDRESSED PS7. Show and dimension the dimensions of the property according to
the most recent plat
SP26-04 SEPTEMBER 11, 2026
BIBLE STUDY FELLOWSHIP 2700 WESTERN OAKS DRIVE
BLOCK 1, LOT 1, GRAPEVINE III ADDITION
SP26-04 – 1st Review 2
ADDRESSED PS8. Provide the zoning and the legal names of adjacent properties
ADDRESSED PS9. Make the street labels darker
ADDRESSED PS10. Label the main entrance
ADDRESSED PS11. Dimension the building
ADDRESSED PS12. Label the area within the dotted lines on the north side of the
building
ADDRESSED PS13. Remove the gray overlay so the entire lot is clearly shown
ADDRESSED PS14. Callout the pavilion
• Dimension it to the nearest property line(s)
ADDRESSED PS15. Clarify – what do you mean by “open storage”?
ADDRESSED PS16. Label or provide a reference for the blue shape
ADDRESSED PS17. The previously approved plan (SP25-12) proposed 205 parking
spaces. Ensure this proposed count is accurate and includes any garage parking.
ADDRESSED PS18. Clarify/ label the rectangles (benches?)
ADDRESSED PS19. Callout the location of the dumpster
ADDRESSED PW1. Clearly label the FEMA 100yr Floodplain and note the associated
FIRM Map.
ADDRESSED PW2. Indicate the 100 yr floodplain based on the City of Grapevine
ultimate flow model.
ADDRESSED S24. Callout any existing signage (monument signs) on site. Dimension
them to the nearest property line.
Grading and Drainage Plan – Sheet # L2.01
No comments.
Hardscape Notes and Legend – Sheet # L3.00
No comments.
Hardscape Plan – Sheet # L3.01
No comments.
Façade Elevations – Sheet # L3.10
ADDRESSED PS20. Revise this page or provide a separate elevation page without the
trees blocking the building
ADDRESSED PS21. Label or remove the shading blocking the building
SP26-04 – 1st Review 3
ADDRESSED PS22. Dimension the height of the building
ADDRESSED PS23. The elevations should be to scale
Planting Legend – Sheet # L5.00
ADDRESSED PS5. Some of the trees being planted are not on our required tree list.
Provide a total count of trees that are from the required tree list to prove that enough
required trees are provided.
Planting Plan – Sheet # L5.01
No comments.
Lighting Plan – Sheet # L6.01
No comments.
Hardscape Details – Sheet # L3.20
ADDRESSED PS24. Ensure that this is the location of the pavilion. During the
inspection process, they will reference these plans for verification before signing off.
ADDRESSED PS25. Label the elevations as north, east, south or west
Hardscape Details – Sheet # L3.21
No comments.
Pavilion Foundation and Framing Plans – Sheet #S1.01
No comments.
No filling allowed in the floodplain (ultimate or fema)
SP26-04 – 1st Review 4
______________________________________________________________
Email a PDF of the revised final plans by September 3, 2026, at 12:00 p.m. to
emarohnic@grapevinetexas.gov, atriplett@grapveinetexas.gov, and
lflores@grapevinetexas.gov. Verify that all text is legible on an 11”x 17” sheet.
Please direct all questions to Erica Marohnic at (8l7) 410-3155 or Lindsay Flores at (817)
410-3154.
Issue/Revisions:
154 Glass Street Suite 112
Dallas, TX 75207
p 214.915.0910
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THIS DRAWING(S) AND INFORMATION ARE THE
PROPERTY OF HOCKER DESIGN GROUP. THE
DRAWING(S) OR INFORMATION DEPICTED SHALL
NOT BE REPRODUCED OR USED WITHOUT WRITTEN
PERMISSION OF HOCKER DESIGN GROUP.
Civil Engineer
BGE, Inc.
2595 Dallas Parkway St 101
Frisco, TX 75034
p 972.464.4858
Project Manager
Stream Realty Partners
2001 Ross Avenue, Suite 400
Dallas, TX 75201
p 214.267.0400
Structural Engineer
Hunt & Joiner, Inc.
1825 Market Center Blvd. St 620
Dallas, TX 75207
p 214.760.7000
Structural Engineer
Falkokske Engineering, Inc.
722 N. Fielder Road
Arlington, TX 76012
p 817.261.8300
75% DD Set 04.07.202601
100% CD Set 06.24.202602
Site Plan Permit 08.10.202603
09.21.2026
Site Plan REV #1 09.08.202604
Site Plan REV #2 09.21.202605
Cover Sheet
L0.00N
VICINITY MAP
BIBLE STUDY FELLOWSHIP:
SP26-04:
2700 WESTERN OAKS DRIVE:
_______________ ________________
MAYOR SECRETARY
DATE:_________________________
PLANNING AND ZONING COMMISSION
______________________
CHAIRMAN
DATE:_________________________
SHEET____ OF_____
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES
PLANNING SERVICES DEPARTMENT
SHEET
NUMBER SHEET NAME
L0.00 COVER SHEET
L1.00A DEMO & TREE PROTECTION PLAN
L1.00B TREE PROTECTION NOTES & DETAILS
L1.00C TREE PROTECTION NOTES & DETAILS
L1.00 SITE PLAN
L2.01 GRADING PLAN
L3.00 HARDSCAPE LEGEND
L3.01 HARDSCAPE PLAN
L3.10 FACADE ELEVATIONS
L5.00 PLANTING LEGEND
L5.01 PLANTING PLAN
L6.01 LIGHTING PLAN
L3.20 HARDSCAPE DETAILS
L3.21 HARDSCAPE DETAILS
S1.01 PAVILION FOUNDATION AND FRAMING
SHEET LIST
BIBLE STUDY FELLOWSHIP - GLOBAL HQ RELOCATION
EXTERIOR RENOVATION SITE PLAN SUBMITTAL
08.10.2026 ( REVISED 09.21.2026)
COVER SHEET
FOR
BIBLE STUDY FELLOWSHIP
LOT 1, BLOCK 1
GRAPEVINE ADDITION
CAB. A, SLIDE 6228
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
6.9325 ACRES OR 301,981 SQ. FT.
ZONE: "CC" COMMUNITY COMMERCIAL
DATE OF REVISION: SEPTEMBER 21, 2026
PURPOSE OF REQUEST:
SP26-04 IS A REQUEST TO MODIFY THE
EXISTING LANDSCAPING AND BUILDING
ELEVATIONS AND TO CONSTRUCT A PAVILION
FOR AN EXISTING USER, BIBLE STUDY
FELLOWSHIP.
1 15
SP26-04
PLANNING APPROVED
09/25/2026lf
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PLU16848RE122W
100-YEAR LINE
BIBLE STUDY FELLOWSHIP:
SP26-04:
2700 WESTERN OAKS DRIVE:
_______________ ________________
MAYOR SECRETARY
DATE:_________________________
PLANNING AND ZONING COMMISSION
______________________
CHAIRMAN
DATE:_________________________
SHEET____ OF_____
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES
PLANNING SERVICES DEPARTMENT
1" = 30' - 0"DEMOLITION & AND TREE PROTECTION PLANA 0 15 30 60
Issue/Revisions:
154 Glass Street Suite 112
Dallas, TX 75207
p 214.915.0910
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THIS DRAWING(S) AND INFORMATION ARE THE
PROPERTY OF HOCKER DESIGN GROUP. THE
DRAWING(S) OR INFORMATION DEPICTED SHALL
NOT BE REPRODUCED OR USED WITHOUT WRITTEN
PERMISSION OF HOCKER DESIGN GROUP.
Civil Engineer
BGE, Inc.
2595 Dallas Parkway St 101
Frisco, TX 75034
p 972.464.4858
Project Manager
Stream Realty Partners
2001 Ross Avenue, Suite 400
Dallas, TX 75201
p 214.267.0400
Structural Engineer
Hunt & Joiner, Inc.
1825 Market Center Blvd. St 620
Dallas, TX 75207
p 214.760.7000
Structural Engineer
Falkokske Engineering, Inc.
722 N. Fielder Road
Arlington, TX 76012
p 817.261.8300
75% DD Set 04.07.202601
100% CD Set 06.24.202602
Site Plan Permit 08.10.202603
09.21.2026
Site Plan REV #1 09.08.202604
Site Plan REV #2 09.21.202605
Demolition & Tree
Protection Plan
L1.00A
TREE PROTECTION LEGEND:
EXISTING TREES TO BE REMOVED
EXISTING TREES TO REMAIN
EXISTING BUILDING LOCATION
TREE PROTECTION CHAINLINK FENCING,
RE: A/L1.01
PROTECT WITH HARDWOOD PLANKING.
PLANKING TO BE REVIEWED AS NEEDED
THROUGHOUT CONSTRUCTION.
EXISTING HARDSCAPE
CLEAR & GRUB EXISTING PLANTING
REMOVE EXISTING HARDSCAPE
HARDWOOD SHREDDED MULCH FOR TREE
PROTECTION THROUGH CONSTRUCTION
1.CONTRACTOR TO FIELD VERIFY & MARK ALL
EXISTING CONDITIONS PRIOR TO BID AND/OR
WORK COMMENCEMENT.
2.CONTRACTOR TO COORDINATE, RELOCATE
AND/OR REMOVE ALL ITEMS NOT
NOTED/INVENTORIED TO ACHIEVE DESIGN INTENT
OF DRAWINGS UNLESS DIRECTED OTHERWISE.
3.CONTRACTOR TO VERIFY ALL ITEMS TO BE
REMOVED, SALVAGED AND/OR PROVIDED TO
LOCAL JURISDICTION.
4.CONTRACTOR TO REMOVE ALL MATERIAL TO BE
DEMOLISHED OFF-SITE.
5.CONTRACTOR TO REMOVE ALL EXISTING
CONCRETE, ASPHALTIC, TIMBER, METAL AND SO
ON FLAT & FORMWORK WITH SAW-CUTS FOR
CLEAN DEMOLITION BREAKS.
6.CONTRACTOR TO PROTECT ALL EXISTING
UTILITIES TO REMAIN PER CIVIL OR MEP NOTES.
7.CONTRACTOR TO COORDINATE WITH LANDSCAPE
ARCHITECT ON CONCRETE REMOVAL LAYOUT.
8.PRIOR TO COMMENCEMENT OF WORK,
CONTRACTOR SHALL NOTIFY LANDSCAPE
ARCHITECT 48 HOURS IN ADVANCE FOR AN
ON-SITE INSPECTION. ALL PROPOSED SLAB
REMOVALS SHALL BE CLEARLY INDICATED WITH
PINK SPRAY PAINT TO INDICATE TEMPORARY
SURVEY LINES.
9.ALL SAW-CUTS SHALL BE STRAIGHT & TRUE AND
AT DEPTH 1.5X THE PAVEMENT SLAB THICKNESS.
10.SAW CONCRETE IN 10' GRID THROUGH-OUT
LARGER DEMOLITION AREAS. ISOLATED SLABS
SHALL BE REMOVED BY LIFT-OUT METHOD OR
CAREFULLY JACKHAMMERED TO BREAK UP INTO
MANAGEABLE SIZES.
11.ADEQUATE EQUIPMENT AND PROCEDURES SHALL
BE EMPLOYED TO AVOID DAMAGE TO ADJACENT
SLABS AND DISTURBING THE EXISTING SUBBASE.
12.AFTER ENTIRE EXTENT OF INDICATED CONCRETE
PAVEMENT HAS BEEN REMOVED, ALL REMAINING
COMPACTED ROADBASE SHALL BE REMOVED
FROM SITE TO AN APPROPRIATE WASTE DEPOSIT
FACILITY. VERIFY IN FIELD EXACT DEPTH OF OF
ROADBASE SUBBASE PROFILE. IF PROFILE DEPTH
EXCEEDS 6", COORDINATE WITH LANDSCAPE
ARCHITECT FOR FURTHER DIRECTIVE.
13.REFER TO SOILS PLAN AND/OR PLANTING DETAILS
FOR REQUIRED FILL DEPTHS AT PROPOSED
PLANTING AREA.
TREE PROTECTION LEGEND:
A
DEMOLITION KEYED NOTES:
A.CAREFULLY REMOVE GATE AND RE-INSTALL AFTER
NEW PAVING INSTALLATION.
B.DEMO PARKING ISLAND. TO BE REBUILT IN
PROPOSED SCOPE AS ACCESSIBLE PARKING AND
LANDSCAPE ISLAND.
C.REMOVE STAMPED CONCRETE PORTION OF
DRIVEWAY.
D.NEW DRIVEWAY APRON PENDING REVIEW BY CITY
OF GRAPEVINE.
E.EXISTING PLANTER TO REMAIN. CAREFULLY REMOVE
EXISTING STONE CLADDING AND PREPARE FOR
STUCCO FINISH.
F.INDICATED PORTION OF SITE WALL TO REMAIN.
CAREFULLY REMOVE EXISTING STONE CLADDING
AND PREPARE FOR STUCCO FINISH.
G.SELECTED PRUNING OF INDICATED TREE CANOPY
REQUIRED. VERIFY IN FIELD AFTER PAVILION
LOCATION IS STAKED AND STRING LINED IN
DIRECTED LOCATION.
D
B
C
#T01
#T02
#T03 #T04
#T05
#T06
#T07
#T08
#T09
#T10
#T13#T12
#T11
#T26
#T27
#T28
#T29 #T30
#T31
#T36
#T32
#T33
#T35
#T34
#T37 #T38
#T42
#T43
#T44
#T45
#T46
#T47
#T48
#T49
#T50
#T51
#T52
#T53
#T54
#T55
#T56#T57
#T58
#T59
#T60
#T61
#T64
#T62
#T63
#T65
#T66
#T67
#T68
#T69
#T70
#T71
#T72 #T73
#T74
#T75
#T76 #T77#T78
E
#T14 #T15
#T16 #T17 #T18 #T19 #T20 #T21 #T22 #T23
#T24 #T25
#T39
#T40
#T41
F
G
2PURPOSE OF REQUEST:
SP26-04 IS A REQUEST TO MODIFY THE
EXISTING LANDSCAPING AND BUILDING
ELEVATIONS AND TO CONSTRUCT A PAVILION
FOR AN EXISTING USER, BIBLE STUDY
FELLOWSHIP.
FOR
BIBLE STUDY FELLOWSHIP
LOT 1, BLOCK 1
GRAPEVINE ADDITION
CAB. A, SLIDE 6228
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
6.9325 ACRES OR 301,981 SQ. FT.
ZONE: "CC" COMMUNITY COMMERCIAL
DATE OF REVISION: SEPTEMBER 21,2026
15
DEMO & TREE PLAN
SP26-04
PLANNING APPROVED
09/25/2026lf
Issue/Revisions:
154 Glass Street Suite 112
Dallas, TX 75207
p 214.915.0910
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THIS DRAWING(S) AND INFORMATION ARE THE
PROPERTY OF HOCKER DESIGN GROUP. THE
DRAWING(S) OR INFORMATION DEPICTED SHALL
NOT BE REPRODUCED OR USED WITHOUT WRITTEN
PERMISSION OF HOCKER DESIGN GROUP.
Civil Engineer
BGE, Inc.
2595 Dallas Parkway St 101
Frisco, TX 75034
p 972.464.4858
Project Manager
Stream Realty Partners
2001 Ross Avenue, Suite 400
Dallas, TX 75201
p 214.267.0400
Structural Engineer
Hunt & Joiner, Inc.
1825 Market Center Blvd. St 620
Dallas, TX 75207
p 214.760.7000
Structural Engineer
Falkokske Engineering, Inc.
722 N. Fielder Road
Arlington, TX 76012
p 817.261.8300
75% DD Set 04.07.202601
100% CD Set 06.24.202602
Site Plan Permit 08.10.202603
09.21.2026
Site Plan REV #1 09.08.202604
Site Plan REV #2 09.21.202605
Demolition & Tree
Protection Plan
L1.00B
T01 T02 T03 T04 T05 T06 T07
T08 T09 T10 T11 T12 T13
T43 T44 T54 T55 T56 T57T42
T16 - T23 HEDGE CLUSTERT15
T14
T39 - T41 HEDGE CLUSTER
BIBLE STUDY FELLOWSHIP:
SP26-04:
2700 WESTERN OAKS DRIVE:
_______________ ________________
MAYOR SECRETARY
DATE:_________________________
PLANNING AND ZONING COMMISSION
______________________
CHAIRMAN
DATE:_________________________
SHEET____ OF_____
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES
PLANNING SERVICES DEPARTMENT
DEMO&TREE PLAN
FOR
BIBLE STUDY FELLOWSHIP
LOT 1, BLOCK 1
GRAPEVINE ADDITION
CAB. A, SLIDE 6228
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
6.9325 ACRES OR 301,981 SQ. FT.
ZONE: "CC" COMMUNITY COMMERCIAL
DATE OF REVISION: SEPTEMBER 21,2026
PURPOSE OF REQUEST:
SP26-04 IS A REQUEST TO MODIFY THE
EXISTING LANDSCAPING AND BUILDING
ELEVATIONS AND TO CONSTRUCT A PAVILION
FOR AN EXISTING USER, BIBLE STUDY
FELLOWSHIP.
3 15
SP26-04
PLANNING APPROVED
09/25/2026lf
Issue/Revisions:
154 Glass Street Suite 112
Dallas, TX 75207
p 214.915.0910
Bi
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THIS DRAWING(S) AND INFORMATION ARE THE
PROPERTY OF HOCKER DESIGN GROUP. THE
DRAWING(S) OR INFORMATION DEPICTED SHALL
NOT BE REPRODUCED OR USED WITHOUT WRITTEN
PERMISSION OF HOCKER DESIGN GROUP.
Civil Engineer
BGE, Inc.
2595 Dallas Parkway St 101
Frisco, TX 75034
p 972.464.4858
Project Manager
Stream Realty Partners
2001 Ross Avenue, Suite 400
Dallas, TX 75201
p 214.267.0400
Structural Engineer
Hunt & Joiner, Inc.
1825 Market Center Blvd. St 620
Dallas, TX 75207
p 214.760.7000
Structural Engineer
Falkokske Engineering, Inc.
722 N. Fielder Road
Arlington, TX 76012
p 817.261.8300
75% DD Set 04.07.202601
100% CD Set 06.24.202602
Site Plan Permit 08.10.202603
09.21.2026
Site Plan REV #1 09.08.202604
Site Plan REV #2 09.21.202605
Demolition & Tree
Protection Plan
L1.00C
A DETAIL: TREE PROTECTION | 1/2" = 1'-0"
3
8" CLOSED-CELL
FOAMSHEETING AND STRAP
8' TALL OR TALLER 2X4'S OR
2X6'S TO THE TRUNK
EXISTING TREES
REFER TO SURVEY
FOR EXACT LOCATION
VA
R
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E
S
.
*NOTE:
ANY TREE PRUNING MUST
HAVE PRIOR APPROVAL BY
LANDSCAPE ARCHITECT
AND/OR ARBORIST.
REFER TO PLANTING PLAN
FOR PLANT DEMO.
EXISTING GRADE
72" HT. CHAINLINK, FENCE
ALONG OUTSIDE DRIPLINE EDGE
OF FORESTED AREAS SHALL BE
PROTECTED. CONTINUOUS
FENCE TO PROTECT TREES IN
PARKWAY CONDITIONS.
6" SHREDDED HARDWOOD
MULCH LAYER
UNDISTURBED SUB-GRADE
TP
Z
(
T
Y
P
.
)
VARIES; MINIMUM OFFSET TO
EDGE OF CANOPY UNLESS L.A.
SPECIFIES OTHERWISE
TP
Z
(
T
Y
P
.
)
PROVIDE TEMPORARY
IRRIGATION TO ALL EXISTING
TREES
TAG#DBH COMMON SCIENTIFIC CONDITION MITIGATION CATEGORY MITIGATION
MULTIPLIER
REPLACEMENT
CALIPER REQ'D
NAME NAME
T01 12 Crepe Myrtle Lagerstroemia indica PROTECTED 1.000000 12.42
T02 8 Crepe Myrtle Lagerstroemia indica PROTECTED 1.000000 7.64
T03 10 Crepe Myrtle Lagerstroemia indica PROTECTED 1.000000 9.55
T04 8 Crepe Myrtle Lagerstroemia indica PROTECTED 1.000000 8.28
T05 13 Crepe Myrtle Lagerstroemia indica PROTECTED 1.000000 13.38
T06 13 Crepe Myrtle Lagerstroemia indica PROTECTED 1.000000 13.38
T07 18 Crepe Myrtle Lagerstroemia indica PROTECTED 1.000000 17.83
T08 22 Crepe Myrtle Lagerstroemia indica PROTECTED 1.000000 22.29
T09 18 Crepe Myrtle Lagerstroemia indica PROTECTED 1.000000 17.83
T10 14 River Birch Betula nigra PROTECTED 1.000000 13.85
T11 4 River Birch Betula nigra PROTECTED 1.000000 4.14
T12 6 River Birch Betula nigra PROTECTED 1.000000 6.05
T13 11 River Birch Betula nigra PROTECTED 1.000000 10.51
T14 4 Yaupon Holly Ilex vomitoria PROTECTED 1.000000 3.98
T15 4 Yaupon Holly Ilex vomitoria PROTECTED 1.000000 3.98
T16 4 Yaupon Holly Ilex vomitoria PROTECTED 1.000000 3.98
T17 4 Yaupon Holly Ilex vomitoria PROTECTED 1.000000 3.98
T18 4 Yaupon Holly Ilex vomitoria PROTECTED 1.000000 3.98
T19 4 Yaupon Holly Ilex vomitoria PROTECTED 1.000000 3.98
T20 4 Yaupon Holly Ilex vomitoria PROTECTED 1.000000 3.98
T21 4 Yaupon Holly Ilex vomitoria PROTECTED 1.000000 3.98
T22 4 Yaupon Holly Ilex vomitoria PROTECTED 1.000000 3.98
T23 4 Yaupon Holly Ilex vomitoria PROTECTED 1.000000 3.98
T24 4 Yaupon Holly Ilex vomitoria PROTECTED 1.000000 3.98
T25 4 Yaupon Holly Ilex vomitoria PROTECTED 1.000000 3.98
T39 4 Yaupon Holly Ilex vomitoria PROTECTED 1.000000 3.98
T40 4 Yaupon Holly Ilex vomitoria PROTECTED 1.000000 3.98
T41 4 Yaupon Holly Ilex vomitoria PROTECTED 1.000000 3.98
T42 11 Crepe Myrtle Lagerstroemia indica PROTECTED 1.000000 11.46
T43 9 Crepe Myrtle Lagerstroemia indica PROTECTED 1.000000 8.60
T44 10 Crepe Myrtle Lagerstroemia indica PROTECTED 1.000000 10.03
T54 13 Burr Oak Quercus Macrocarpa PROTECTED 1.000000 13.38
T55 8 Burr Oak Quercus Macrocarpa PROTECTED 1.000000 7.64
T56 17 China Berry Melia azedarach PROTECTED 1.000000 16.88
T57 13 Burr Oak Burr Oak PROTECTED 1.000000 13.06
Total Number of
Mitigated Trees
Total Calculated
DBH
35 297.93
PRESERVED TREE LIST:MITIGATED TREE LIST:
TAG#DBH
COMMON SCIENTIFIC
CONDITION MITIGATION
CATEGORY
MITIGATION
MULTIPLIER
REPLACEMENT
CALIPER REQ'D PRESERVATION
CREDITNAMENAME
T26 17 Chinese Pistache Pistacia Chinensis PROTECTED 1 17
T27 9 Chinese Pistache Pistacia Chinensis PROTECTED 1 9
T28 16 Chinese Pistache Pistacia Chinensis PROTECTED 1 16
T29 14 Chinese Pistache Pistacia Chinensis PROTECTED 1 14
T30 13 Chinese Pistache Pistacia Chinensis PROTECTED 1 13
T31 16 Chinese Pistache Pistacia Chinensis PROTECTED 1 16
T32 15 Live Oak Quercus virginiana PROTECTED 1 15
T33 16 Live Oak Quercus virginiana PROTECTED 1 16
T34 15 Live Oak Quercus virginiana PROTECTED 1 15
T35 14 Live Oak Quercus virginiana PROTECTED 1 14
T36 12 Chinese Pistache Pistacia Chinensis PROTECTED 1 12
T37 13 Live Oak Quercus virginiana PROTECTED 1 13
T38 13 Live Oak Quercus virginiana PROTECTED 1 13
T45 13 Live Oak Quercus virginiana PROTECTED 1 13
T46 16 Crepe Myrtle Lagerstroemia indica PROTECTED 1 16
T47 15 Crepe Myrtle Lagerstroemia indica PROTECTED 1 15
T48 16 Crepe Myrtle Lagerstroemia indica PROTECTED 1 16
T49 10 Crepe Myrtle Lagerstroemia indica PROTECTED 1 10
T50 17 Live Oak Quercus virginiana PROTECTED 1 17
T51 10 Live Oak Quercus virginiana PROTECTED 1 10
T52 12 Live Oak Quercus virginiana PROTECTED 1 12
T53 10 Cedar Elm Ulmus crassifolia PROTECTED 1 10
T58 11 Chinese Pistache Pistacia Chinensis PROTECTED 1 11
T59 13 Chinese Pistache Pistacia Chinensis PROTECTED 1 13
T60 11 Chinese Pistache Pistacia Chinensis PROTECTED 1 11
T61 11 Cedar Elm Ulmus crassifolia PROTECTED 1 11
T62 16 Live Oak Quercus virginiana PROTECTED 1 16
T63 11 Live Oak Quercus virginiana PROTECTED 1 11
T64 22 Live Oak Quercus virginiana PROTECTED 1 22
T65 15 Live Oak Quercus virginiana PROTECTED 1 15
T66 17 Live Oak Quercus virginiana PROTECTED 1 17
T67 14 Live Oak Quercus virginiana PROTECTED 1 14
T68 14 Live Oak Quercus virginiana PROTECTED 1 14
T69 10 Crepe Myrtle Lagerstroemia indica PROTECTED 1 10
T70 9 Crepe Myrtle Lagerstroemia indica PROTECTED 1 9
T71 19 Crepe Myrtle Lagerstroemia indica PROTECTED 1 19
T72 13 Crepe Myrtle Lagerstroemia indica PROTECTED 1 13
T73 12 Crepe Myrtle Lagerstroemia indica PROTECTED 1 12
T74 13 Crepe Myrtle Lagerstroemia indica PROTECTED 1 13
T75 10 Crepe Myrtle Lagerstroemia indica PROTECTED 1 10
T76 14 Crepe Myrtle Lagerstroemia indica PROTECTED 1 14
T77 14 Crepe Myrtle Lagerstroemia indica PROTECTED 1 14
T78 3 Eastern Red Cedar Juniperus virginiana PROTECTED 1 3
TOTAL TREE
PRESERVATION
DBH
575
TAG SPECIES SIZE (CAL")# OF TREES DBH
T1 ALLEE ELM 7 5 35
T2 AERYN TRIDENT MAPLE 5 7 35
T3 SHANTUNG MAPLE 4 10 40
T4 TAYLOR JUNIPER 4 20 80
T5 CONTEMPLATION PARROTIA 4 8 32
T6 SLENDER SILHOUETTE SWEETGUM 4 19 76
T7 SLENDER SILHOUETTE SWEETGUM 3 22 66
T8 MIKINORI PARROTIA 3.5 8 28
T9 MEXICAN PLUM 3.5 4 14
T10 RUSTY BLACKHAW VIBURNUM 3 11 33
T11 YAUPON HOLLY 3 11 33
T12 CREPE MYRTLE 4 1 4
TOTAL 126 476
PROPOSED TREE LIST: RE: L5.00
DBH TO BE REPLACED: 297.93
TOTAL NUMBER OF TREES REMOVED: 35
TOTAL NUMBER OF NEW TREES PLANTED FROM THE REQUIRED TREE LIST: 35
T4 - Juniperus virginiana (20)
T9 - Prunus mexicana (4)
T11 - Ilex vomitoria (11)
NEW TREES PROVIDED PER LANDSCAPE PLAN L5.00: 126 NEW TREES
DBH PROVIDED PER NEW TREES: 476
REPLACEMENT TREES DBH
=DBH TO BE REPLACED (297.93)
-NEW PROPOSED TREES (476
=178.07 ( REPLACEMENT INCH CREDIT)
PROTECTED TREE REPLACEMENT CALCULATIONS
BIBLE STUDY FELLOWSHIP:
SP26-04:
2700 WESTERN OAKS DRIVE:
_______________ ________________
MAYOR SECRETARY
DATE:_________________________
PLANNING AND ZONING COMMISSION
______________________
CHAIRMAN
DATE:_________________________
SHEET____ OF_____
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES
PLANNING SERVICES DEPARTMENT
DEMO&TREE PLAN
FOR
BIBLE STUDY FELLOWSHIP
LOT 1, BLOCK 1
GRAPEVINE ADDITION
CAB. A, SLIDE 6228
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
6.9325 ACRES OR 301,981 SQ. FT.
ZONE: "CC" COMMUNITY COMMERCIAL
DATE OF REVISION: SEPTEMBER 21,2026
PURPOSE OF REQUEST:
SP26-04 IS A REQUEST TO MODIFY THE
EXISTING LANDSCAPING AND BUILDING
ELEVATIONS AND TO CONSTRUCT A PAVILION
FOR AN EXISTING USER, BIBLE STUDY
FELLOWSHIP.
4 15
GROSS PARKING AREA: 77,395.33 SQFT
REQUIRED INTERIOR LANDSCAPE
AREA (10%) : 7,739.53 SQFT
TREE CALCULATION: 7,739.53 / 400 =19.35
=20 TREES
INTERIOR LANDSCAPING AREA CALCULATIONS:
SP26-04
PLANNING APPROVED
09/25/2026lf
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100-YEAR LINE
S
0
0
°
2
8
'
3
6
"
E
7
3
7
.
1
2
'
N 67°
3
2
'
0
2
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E
9
4
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6
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N 73°15
'
4
8
"
E
8
7
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2
3
'
N 4
3
°
2
8
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3
1
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E
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2
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9
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1
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1
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7
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1
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°
4
6
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4
5
"
E
7
9
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S 44°31'24" W 28.28'
S 89°31'24" W 45.52'
L=147.39' R=328.17'
Δ=025°43'56"
N 64°44'40" W 407.81'
14
5
'
-
4
"
19'-8"75'-1"19'-8"
114'-5"
89
'
-
7
"
34'-9"
29
'
-
4
"
121'-0"30
'
-
0
"
61
'
-
1
"
30
'
-
0
"
155'-10"
61
'
-
5
"
19'-11"
23
'
-
3
"
21'-2"
23'-4"15
'
-
8
"
50'-0"
10
7
'
-
2
"
25
'
-
0
"
93
'
-
4
"
31
'
-
6
"
21'-0"
11
5
'
-
8
"
1
2
'
-
0
"
1" = 30' - 0" SITE PLANA 0 15 30 60
Issue/Revisions:
154 Glass Street Suite 112
Dallas, TX 75207
p 214.915.0910
Bi
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1
THIS DRAWING(S) AND INFORMATION ARE THE
PROPERTY OF HOCKER DESIGN GROUP. THE
DRAWING(S) OR INFORMATION DEPICTED SHALL
NOT BE REPRODUCED OR USED WITHOUT WRITTEN
PERMISSION OF HOCKER DESIGN GROUP.
Civil Engineer
BGE, Inc.
2595 Dallas Parkway St 101
Frisco, TX 75034
p 972.464.4858
Project Manager
Stream Realty Partners
2001 Ross Avenue, Suite 400
Dallas, TX 75201
p 214.267.0400
Structural Engineer
Hunt & Joiner, Inc.
1825 Market Center Blvd. St 620
Dallas, TX 75207
p 214.760.7000
Structural Engineer
Falkokske Engineering, Inc.
722 N. Fielder Road
Arlington, TX 76012
p 817.261.8300
75% DD Set 04.07.202601
100% CD Set 06.24.202602
Site Plan Permit 08.10.202603
09.21.2026
Site Plan REV #1 09.08.202604
Site Plan REV #2 09.21.202605
Site Zone Plan
L1.00
BIBLE STUDY FELLOWSHIP:
SP26-04:
2700 WESTERN OAKS DRIVE:
_______________ ________________
MAYOR SECRETARY
DATE:_________________________
PLANNING AND ZONING COMMISSION
______________________
CHAIRMAN
DATE:_________________________
SHEET____ OF_____
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES
PLANNING SERVICES DEPARTMENT
SITE PLAN
FOR
BIBLE STUDY FELLOWSHIP
LOT 1, BLOCK 1
GRAPEVINE ADDITION
CAB. A, SLIDE 6228
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
6.9325 ACRES OR 301,981 SQ. FT.
ZONE: "CC" COMMUNITY COMMERCIAL
DATE OF REVISION: SEPTEMBER 21,2026
PURPOSE OF REQUEST:
SP26-04 IS A REQUEST TO MODIFY THE
EXISTING LANDSCAPING AND BUILDING
ELEVATIONS AND TO CONSTRUCT A PAVILION
FOR AN EXISTING USER, BIBLE STUDY
FELLOWSHIP.
5 15
SITE PLAN DATA SUMMARY TABLE
ITEM REQUIRED PROPOSED
ZONING CC CC
LAND USE
(FROM ZONING
ORDINANCE:
INCLUDE ALL
APPLICABLE
USES)
PROFESSIONAL
OFFICE
PROFESSIO
NAL
OFFICE
TOTAL LOT
AREA (SQUARE
FEET / ACRES)
310,981 / 6.932 310,981 /
6.932
FIRST
FLOOR-BUILDI
NG AREA
(SQUARE
FEET)
53,103 53,103
TOTAL
BUILDING
AREA (SQUARE
FEET)
53,103 53,103
BUILDING
HEIGHT
(FEET/#
STORIES)
31' / 1-STORY 31' /
1-STORY
FLOOR AREA
RATIO (x.xx:1)0.41:1 0.41:1
PARKING
PARKING
RATIO (FROM
ZONING
ORDINANCE)
5 SPACES + 1
SPACE / 300 BLDG
SF
5 SPACES +
1 SPACE /
300 BLDG
SF
PARKING
SPACES 182 188
ACCESSIBLE
PARKING (# OF
SPACES)
7 7
1.REFUSE DISPOSAL AREAS SHALL BE
LANDSCAPED AND SCREENED FROM VIEW IN
ACCORDANCE WITH THE ZONING
ORDINANCE.
2.MECHANICAL AND ELECTRICAL EQUIPMENT
INCLUDING AIR CONDITIONING UNITS, SHALL
BE DESIGNED, INSTALLED, AND OPERATED
TO MINIMIZE NOISE IMPACT ON
SURROUNDING PROPERTY. ALL SUCH
EQUIPMENT SHALL BE SCREENED FROM
PUBLIC VIEW IN ACCORDANCE WITH THE
ZONING ORDINANCE.
3.OPEN STORAGE, WHERE PERMITTED, SHALL
BE SCREENED IN ACCORDANCE WITH THE
ZONING ORDINANCE.
4.THE MASONRY REQUIREMENTS OF SECTION
54 OF THE ZONING ORDINANCE SHALL BE
MET.
5.ILLUMINATED SIGNAGE WAS INCLUDED IN
THE DETERMINATION OF THE SITE
ILLUMINATION LEVELS.
6.OUTDOOR LIGHTING SHALL COMPLY WITH
ILLUMINATION STANDARDS WITHIN SECTION
55 OF THE ZONING ORDINANCE UNLESS
SPECIFICALLY EXCEPTED.
7.PROPOSED GROUND SIGNAGE SHALL MEET
THE MINIMUM REQUIREMENTS OF SECTION
60 OF THE ZONING ORDINANCE AND IS
CONTINGENT UPON APPROVAL OF A
SEPARATE BUILDING PERMIT WITH BUILDING
SERVICES.
8.ALL ONSITE ELECTRICAL CONDUCTORS
ASSOCIATED WITH NEW CONSTRUCTION
SHALL BE LOCATED UNDERGROUND.
9.USES SHALL CONFORM IN OPERATION,
LOCATION, AND CONSTRUCTION TO THE
FOLLOWING PERFORMANCE STANDARDS IN
SECTION 55 OF THE ZONING ORDINANCE:
NOISE, SMOKE AND PARTICULATE MATTER,
ODOROUS MATTER, FIRE OR EXPLOSIVE
HAZARD MATERIAL, TOXIC AND NOXIOUS
MATTER, VIBRATION, AND/OR OTHER
PERFORMANCE STANDARDS.
10.ALL REQUIREMENTS OF THE CITY OF
GRAPEVINE SOIL EROSION CONTROL
ORDINANCE SHALL BE MET DURING THE
PERIOD OF CONSTRUCTION.
CITY OF GRAPEVINE SITE PLAN NOTES
1.SHRUBS SHALL BE A MINIMUM OF TWO (2)
FEET IN HEIGHT WHEN MEASURED
IMMEDIATELY AFTER PLANTING. HEDGES,
WHERE INSTALLED, SHALL BE PLANTED AND
MAINTAINED TO FORM A CONTINUOUS,
UNBROKEN, SOLID, VISUAL SCREEN WHICH
WILL BE THREE (3) FEET HIGH WITHIN ONE (1)
YEAR AFTER TIME OF PLANTING.MECHANICAL
AND ELECTRICAL EQUIPMENT INCLUDING AIR
CONDITIONING UNITS, SHALL BE DESIGNED,
INSTALLED, AND OPERATED TO MINIMIZE
NOISE IMPACT ON SURROUNDING
PROPERTY. ALL SUCH EQUIPMENT SHALL BE
SCREENED FROM PUBLIC VIEW IN
ACCORDANCE WITH THE ZONING
ORDINANCE.
2.ALL REQUIREMENTS OF THE CITY OF
GRAPEVINE SOIL EROSION CONTROL
ORDINANCE SHALL BE MET DURING THE
PERIOD OF CONSTRUCTION.
CITY OF GRAPEVINE LANDSCAPE PLAN NOTES
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0
0
TRASH ENCLOSURE
ENCLOSED
PARKING SPACES
MAIN ENTRANCE
EXISTING
MONUMENT
SIGN
PAVILION
BENCHES
APPROXIMATE LOCATION FEMA
FLOODPLAIN ZONES ACCORDING
TO F.I.R.M NO. 48439C0115K
DATED SEPTEMBER 25,2009
CITY OF GRAPEVINE
ULTIMATE FLOODPLAIN
WATER FEATURE
SP26-04
PLANNING APPROVED
09/25/2026lf
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STORMWATER INLET
2%
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558
55
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1
56
2
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3
560
561
562
563
564
558
559
560
561
561
562
560
559
56
1
560
559
+
+
+
+
+
+
+
+
++
+
+
++
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
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+
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+
+
+
+
+
+
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+
+
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+
+
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+
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+
+
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+
+
+
+
+
+
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+
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+
+
+
+
++
+
4" S
6"
S
DAYLIGHT AT HILLSIDE
553.00' (VIF)
DAYLIGHT AT CURB
556.00' (VIF)
4"P(556'
)
6
"
S
4"P(557'
)
4"P(559'
)
4"P(558.
5
'
)
4"P(557'
)
6"
S
4" S
4" S
4
"
S
4" S
4"
S
4"
S
4"
S
4"P(555'
)
4"P(558
.
5
'
)
4"P(561'
)
4"P(563
'
)
4"P(561
'
)
4"P(563'
)
4"P
(
5
6
4
'
)
4"P(558')
4"P(563')+
4"P(562')
4"P(562')
4"P(558.5')
4"P(561')
4"P(558.5')
4"P(561')
4" S
4"P(559.5')
4"P(563'
)
(559.5')
4"P(562')
(562')
(561')
+
+
+
+
+
+
+
+
1" = 30' - 0"GRADING & DRAINAGE PLANA 0 15 30 60
Issue/Revisions:
154 Glass Street Suite 112
Dallas, TX 75207
p 214.915.0910
Bi
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7
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5
1
THIS DRAWING(S) AND INFORMATION ARE THE
PROPERTY OF HOCKER DESIGN GROUP. THE
DRAWING(S) OR INFORMATION DEPICTED SHALL
NOT BE REPRODUCED OR USED WITHOUT WRITTEN
PERMISSION OF HOCKER DESIGN GROUP.
Civil Engineer
BGE, Inc.
2595 Dallas Parkway St 101
Frisco, TX 75034
p 972.464.4858
Project Manager
Stream Realty Partners
2001 Ross Avenue, Suite 400
Dallas, TX 75201
p 214.267.0400
Structural Engineer
Hunt & Joiner, Inc.
1825 Market Center Blvd. St 620
Dallas, TX 75207
p 214.760.7000
Structural Engineer
Falkokske Engineering, Inc.
722 N. Fielder Road
Arlington, TX 76012
p 817.261.8300
75% DD Set 04.07.202601
100% CD Set 06.24.202602
Site Plan Permit 08.10.202603
09.21.2026
Site Plan REV #1 09.08.202604
Site Plan REV #2 09.21.202605
Grading &
Drainage Plan
L2.01
GRADING PLAN
6
4" PERFORATED PVC SDR35 PIPE
RE: C/L2.20
CLEAN-OUT LOCATION, RE: C/L2.20
4" SOLID PVC SDR35 PIPE
6" SOLID PVC SDR35 PIPE
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING GRADE
PROPOSED SPOT GRADE
FINISH FLOOR ELEVATION
TOP OF WALL
BOTTOM OF WALL
TOP OF PAVE
TOP OF FINISH SURFACE
TOP OF STEP
BOTTOM OF STEP
TOP OF DRAIN
DRAIN OUTFALL (INVERT ELEVATION)
WATER LEVEL
RE:DAYLIGHT D/L2.20
FINISH GRADE (TOP OF SOIL)
STEP LOCATION
9" SQUARE CATCH BASIN WITH FLAT,
BLACK GRATE IN GRAVEL ZONES OR
BLACK, ATRIUM GRATE IN MULCHED
PLANTING ZONES (NDS PRO) RE: A/L2.20
+0.00
+ 0.00
TW
BW
TD
TS
BS
TP
FS
FF
GRADING & DRAINAGE LEGEND:
WL
4"P(X')
4" S
6" S
OF
DL
FG
BIBLE STUDY FELLOWSHIP:
SP26-04:
2700 WESTERN OAKS DRIVE:
_______________ ________________
MAYOR SECRETARY
DATE:_________________________
PLANNING AND ZONING COMMISSION
______________________
CHAIRMAN
DATE:_________________________
SHEET____ OF_____
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES
PLANNING SERVICES DEPARTMENT
FOR
BIBLE STUDY FELLOWSHIP
LOT 1, BLOCK 1
GRAPEVINE ADDITION
CAB. A, SLIDE 6228
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
6.9325 ACRES OR 301,981 SQ. FT.
ZONE: "CC" COMMUNITY COMMERCIAL
DATE OF REVISION: SEPTEMBER 21 ,2026
PURPOSE OF REQUEST:
SP26-04 IS A REQUEST TO MODIFY THE
EXISTING LANDSCAPING AND BUILDING
ELEVATIONS AND TO CONSTRUCT A PAVILION
FOR AN EXISTING USER, BIBLE STUDY
FELLOWSHIP.
15
SP26-04
PLANNING APPROVED
09/25/2026lf
Issue/Revisions:
154 Glass Street Suite 112
Dallas, TX 75207
p 214.915.0910
Bi
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THIS DRAWING(S) AND INFORMATION ARE THE
PROPERTY OF HOCKER DESIGN GROUP. THE
DRAWING(S) OR INFORMATION DEPICTED SHALL
NOT BE REPRODUCED OR USED WITHOUT WRITTEN
PERMISSION OF HOCKER DESIGN GROUP.
Civil Engineer
BGE, Inc.
2595 Dallas Parkway St 101
Frisco, TX 75034
p 972.464.4858
Project Manager
Stream Realty Partners
2001 Ross Avenue, Suite 400
Dallas, TX 75201
p 214.267.0400
Structural Engineer
Hunt & Joiner, Inc.
1825 Market Center Blvd. St 620
Dallas, TX 75207
p 214.760.7000
Structural Engineer
Falkokske Engineering, Inc.
722 N. Fielder Road
Arlington, TX 76012
p 817.261.8300
75% DD Set 04.07.202601
100% CD Set 06.24.202602
Site Plan Permit 08.10.202603
09.21.2026
Site Plan REV #1 09.08.202604
Site Plan REV #2 09.21.202605
1.ALL EXISTING CONDITIONS, LAYOUT
COORDINATES AND WORK FROM PREVIOUS
AND/OR ONGOING CONTRACTS IN THE FIELD TO
BE VERIFIED BY CONTRACTOR BEFORE
CONSTRUCTION. CONTRACTOR SHALL REPORT
ALL DISCREPANCIES BETWEEN DRAWINGS AND
FIELD CONDITIONS TO LANDSCAPE ARCHITECT
FOR DIRECTIONS IMMEDIATELY BEFORE
PROCEEDING WITH THAT PORTION OF THE WORK.
2.LAYOUT OF ALL SITE ELEMENTS TO BE FIELD
REVIEWED BY LANDSCAPE ARCHITECT UPON
REQUEST BY CONTRACTOR. LANDSCAPE
ARCHITECT TO APPROVE CONTRACTOR'S STAKE
LAYOUT PRIOR TO THE COMMENCEMENT OF
WORK.
3.ALL FORMWORK (BOTH FLAT AND WALL WORK)
REQUIRES A FIELD REVIEW AND APPROVAL FROM
LANDSCAPE ARCHITECT PRIOR TO
COMMENCEMENT OF WORK UPON REQUEST
FROM THE CONTRACTOR.
4.CONTRACTOR TO COORDINATE ALL LAYOUT
WORK POINTS, MONUMENTS, GRID LINES, AND
CONTROLS AMONG ALL TRADES.
5.CONTRACTOR SHALL REFER TO THE MOST
UP-TO-DATE HARDSCAPE PLANS FOR ALL
FLATWORK AND WALL WORK JOINT LOCATIONS.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
VERIFYING JOINT LAYOUT PRIOR TO
INSTALLATION.
6.ALL WORK ERECTED AND INSTALLED LEVEL,
PLUMB, SQUARE, TRUE, STRAIGHT AND IN
PROPER ALIGNMENT BY THE CONTRACTOR.
7.CONTRACTOR SHALL NOT DIMENSION OFF OF
PLAN. ALL WRITTEN DIMENSIONS TO BE
REFERENCED BY CONTRACTOR FOR
CONSTRUCTION.
8.TYPICAL (TYP.) MEANS IDENTICAL FOR ALL
SIMILAR CONDITIONS UNLESS OTHERWISE
NOTED.
9.ALIGN MEANS ACCURATELY LOCATE FINISH
FACES IN THE SAME PLANE.
10.ALL ANGLES AND DIMENSIONS ARE ASSUMED TO
BE 90 DEGREES UNLESS OTHERWISE NOTED.
11.ALL CURVED FORMWORK, INCLUDING, BUT NOT
LIMITED TO: PAVING, BANDS, PATHS, EDGING AND
HEADER BOARDS SHALL BE ALIGNED IN A
SMOOTH AND CONTINUOUS FASHION AND SHALL
MEET ADJACENT SURFACES AT 90 DEGREES,
UNLESS THE HARDSCAPE PLAN INDICATES
OTHERWISE. ALL WALK RADII AND CURVES SHALL
BE SMOOTH AND CONTINUOUS WITHOUT ABRUPT
CHANGES OR BENDS UNLESS OTHERWISE
SHOWN.
1.ALL HARDSCAPE AREAS, REFER TO
SPECIFICATIONS AND DETAILS.
2.WALKS SHALL BE STAKED AND APPROVED BY
LANDSCAPE ARCHITECT PRIOR TO CURB
INSTALLATION.
3.DIMENSION LINES SHALL BE CONSIDERED 90
DEGREES UNLESS OTHERWISE NOTED.
4.CONTRACTOR SHALL CONTACT UTILITY LOCATOR
SERVICES AND LOCATE UTILITIES PRIOR TO
CONSTRUCTION.
5.CONCRETE FORMWORK SHALL BE INSTALLED
STRAIGHT, SMOOTH AND CONTINUOUS.
CONTRACTOR TO CONTACT LANDSCAPE
ARCHITECT FOR REVIEW OF INSTALLED
FORMWORK PRIOR TO CONCRETE INSTALLATION.
6.CONTRACTOR SHALL PROVIDE POSITIVE
DRAINAGE IN ACCORDANCE WITH THE
JURISDICTIONAL ACCESSIBILITY STANDARDS
THROUGHOUT PROJECT AREA. NO PONDING OR
STANDING WATER IS ACCEPTABLE.
7.CONTRACTOR SHALL NOTIFY LANDSCAPE
ARCHITECT OF ANY DISCREPANCIES THAT ARISE
DURING CONSTRUCTION. CONTRACTOR SHALL
ASSUME LIABILITY FOR DEMOLITION AND
REINSTALLATION OF WORK IF FAILURE TO MAKE
SUCH DISCREPANCIES KNOWN TO LANDSCAPE
ARCHITECT RESULT IN REJECTION OF WORK
DEEMED NON-COMPLIANT WITH DESIGN INTENT.
8.CONTRACTOR SHALL NOTIFY LANDSCAPE
ARCHITECT 48 HOURS IN ADVANCE OF
COMMENCEMENT OF WORK TO COORDINATE
PROJECT INSPECTION SCHEDULE.
9.ALL WALKS SHALL BE INSTALLED WITH LIGHT
BROOM FINISH PER SPECIFICATION UNLESS
OTHERWISE NOTED.
10.ALL CONCRETE FORMWORK SHALL HAVE A
CONTINUOUS, TROWELED 1
8" RADIUS EDGE &
SMOOTH, STEEL TROWELED TOP FINISH, TYP.,
UNLESS NOTED OTHERWISE IN HARDSCAPE
PLAN/DETAILS.
11.CONTINUOUS WELD AT ALL METAL TO METAL
CONNECTIONS. GRIND SMOOTH ALL WELDS, TYP.
KEY SYM.DESCRIPTION DETAIL FINISH COLOR COMMENTS
CONCRETE
C-1 CONCRETE (FREESTANDING &
RETAINING WALL)
I/L3.30 &
A/3.31 STUCCO GRAY
8" THICK, CAST-IN-PLACE WALL. SMOOTHFORM FINISH ON EXPOSED
FACES AND ENDS. APPLY WATER-BASED, DEEP-PENETRATING CONCRETE
SEALER TO ALL CONCRETE SURFACES EXPOSED TO SOIL. SMOOTH
TROWELED STUCCO FINISH.
C-2 CONCRETE PAVEMENT:
VEHICULAR RATED A,E/L3.30 LIGHT BROOM STANDARD
5" THICK WITH #4'S AT 12" O.C.E.W. SET ON 8" THICK ROADBASE PROFILE
COMPACTED TO 100% STANDARD PROCTOR DENSITY. TARGET 4500 PSI
COMPRESSION STRENGTH.
C-3 CONCRETE PAVEMENT:
PEDESTRIAN RATED B,E/L3.30 FINE BROOM STANDARD
5" THICK WITH #4'S AT 18" O.C.E.W. SET ON 6" THICK ROADBASE PROFILE
COMPACTED TO 100% STANDARD PROCTOR DENSITY. TARGET 3500 PSI
COMPRESSION STRENGTH.
C-4 CONCRETE STAIR B/L3.31 FINE BROOM STANDARD
CAST-IN-PLACE STAIR, MINIMUM 8" THICK STRINGER THICKNESS.
REINFORCE WITH #4'S AT 12" O.C.E.W. STRUCTURAL COORDINATION
PENDING.
C-5 STUCCO CLAD CONCRETE
FREESTANDING WALL -STUCCO GRAY
MATCH EXISTING WALL THICKNESS. CAST-IN-PLACE CONCRETE WALL
EXTENSION TO MATCH EXISTING. CAPSTONE: SQUARE (2 1
2") WALL CAP BY
STEPSTONE PRE-CAST. FINISH: LIGHT SANDBLAST 1800 SERIES. COLOR:
1804 FRENCH GRAY.
GRAVEL
G-1 GRAVEL: PEDESTRIAN RATED A,B/L3.30 DRESSED
AND RAKED SILVERMIST
4" THICK HEAVILY COMPACTED 1
4: TO DUST SILVERMIST BASE PROFILE.
INSTALL IN LIFTS OVER COMPACTED & SCARIFIED NATIVE SUB-GRADE.
DRESS TOP WITH MAXIMUM 1
2" THICK LAYER OF SCREENED SILVERMIST,
NOMINAL +/-1/4" STONE SIZE.
G-2 BOULDERS/SLABSTONES L3.22 NATURAL
CLEFT SILVERMIST
TERRACE WALL COMPOSITION SHALL BE COMPRISED OF 50% "THICK"
STACKED, SLABSTONES (4"-6" THICKNESS), 25% BOULDERS (3' TO 4' SIZE
RANGE), AND 25% RIP RAP (3" TO 8" RANGE). REFERENCE DESIGN INTENT
DETAIL FOR FURTHER INFORMATION.
MASONRY
M-1 PAVING PATTERN (1)
20° ORIENTATION C,D/L3.30 SET BOTTOM
SIDE UP
TAN, PENDING
MOCKUP
REVIEW
PRODUCT: 4"X4" CITYSTONE
SOURCE: KEYSTONE HARDSCAPES
REFERENCE DETAIL FOR SUBBASE & SETTING CONDITIONS DIRECTIVE.
CONTACT: VICTOR MENDEZ. 817-637-4448.
VICTORM@KEYSTONEHARDSCAPES.COM
M-2 PAVING PATTERN (2)
85° ORIENTATION C,D/L3.30 SET BOTTOM
SIDE UP
PEWTER,
PENDING
MOCKUP
REVIEW
PRODUCT: 4"X4" CITYSTONE
SOURCE: KEYSTONE HARDSCAPES
REFERENCE DETAIL FOR SUBBASE & SETTING CONDITIONS
DIRECTIVE.CONTACT: VICTOR MENDEZ. 817-637-4448.
VICTORM@KEYSTONEHARDSCAPES.COM
M-3 PAVING PATTERN (3)
45° ORIENTATION C,D/L3.30 SET BOTTOM
SIDE UP
BELLOW'S
BROWN,
PENDING
MOCKUP
REVIEW
PRODUCT: 4"X4" CITYSTONE
SOURCE: KEYSTONE HARDSCAPES
REFERENCE DETAIL FOR SUBBASE & SETTING CONDITIONS
DIRECTIVE.CONTACT: VICTOR MENDEZ. 817-637-4448.
VICTORM@KEYSTONEHARDSCAPES.COM
M-4 STONE BLOCK BENCH H/L3.30 SMOOTH
SAWN SILVERMIST
STACK (3 TOTAL LAYERS) OF SAWN, SILVERMIST SLABS FOR FLUSH FINISH
ON ALL SIDES. MORTAR SET BETWEEN SLABS. SLABS TO SIT ON 8" THICK,
HEAVILY COMPACTED DECOMPOSED GRANITE (OR SILVERMIST FINES)
SUB-BASE. COMPACT TO 98% STANDARD PROCTOR DENSITY.
METALS
S-1 STEEL EDGE A,B/L3.30 PAINTED BLACK 3
16"X6" DURA EDGE STEEL EDGE BY JD RUSSELL COMPANY
S-2 HANDRAIL/ GUARDRAIL -PAINTED DARK GRAY,
TBD.
5/8"X1-1/2" STEEL PLATE. WELDED IN PLACE ON-SITE (GRIND ALL WELD
JOINTS SMOOTH). FOR GUARDRAIL AT EAST ENTRY STAIR, INFILL WITH
3
8"X1-1/2" VERTICAL PICKETS AT 4" ON CENTER SPACING.
S-3 VEHICULAR GATE TO REMAIN ---TEMPORARY UNINSTALL VEHICULAR GATE FOR PAVING INSTALLATION.
REINSTALL EXISTING SYSTEM. REPAIR DAMAGED EQUIPMENT AS NEEDED.
S-4 STEEL BOLLARDS F/L3.30 PAINTED -REFERENCE DETAIL.
WOOD
W-1 NOT USED ----
FURNISHINGS
F-1 FOREST PAVILION L3.20 &
L3.21 --TIMBER STRUCTURE, PENDING STRUCTURAL REVIEW. REVIEW DESIGN
INTENT DIAGRAMS TO ESTABLISH BUDGET ALLOWANCE.
F-2 WATER FEATURE L3.23 --
BLACK, GRANITE CLAD WATER TABLE (6" SET HEIGHT ABOVE PAVING).
POETRY TEXT TO BE STENCILED INTO GRANITE PANELS AND PAINTED
WITH GOLD PAINT (SEAL PAINTED SURFACE TO MITIGATE DISSOLVING
FROM WATER TREATMENT CHEMICALS).
UTILITIES
U-1 FIRE LANE STRIPING -NEW FIRE LANE STRIPING WHERE INDICATED TO MATCH CITY OF
GRAPEVINE REQUIREMENT
Hardscape Notes &
Legend
L3.00
LAYOUT NOTES:HARDSCAPE LEGEND & KEY HARDSCAPE NOTES:
BIBLE STUDY FELLOWSHIP:
SP26-04:
2700 WESTERN OAKS DRIVE:
_______________ ________________
MAYOR SECRETARY
DATE:_________________________
PLANNING AND ZONING COMMISSION
______________________
CHAIRMAN
DATE:_________________________
SHEET____ OF_____
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES
PLANNING SERVICES DEPARTMENT
FOR
BIBLE STUDY FELLOWSHIP
LOT 1, BLOCK 1
GRAPEVINE ADDITION
CAB. A, SLIDE 6228
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
6.9325 ACRES OR 301,981 SQ. FT.
ZONE: "CC" COMMUNITY COMMERCIAL
DATE OF REVISION: SEPTEMBER 21,2026
PURPOSE OF REQUEST:
SP26-04 IS A REQUEST TO MODIFY THE
EXISTING LANDSCAPING AND BUILDING
ELEVATIONS AND TO CONSTRUCT A PAVILION
FOR AN EXISTING USER, BIBLE STUDY
FELLOWSHIP.
7 15
HARDSCAPE NOTES & LEGEND
1-1/2" = 1'- 0" SECTION: PRECAST CONCRETE PAVER, VEHICULAR APPLICATIOND
10
"
6" THICK, 4000 PSI REINFORCED CONCRETE
SUB-SLAB W/ #4s @ 18" O.C.E.W.
COMPACTED NATIVE SUBBASE.
PRECAST CONCRETE PAVERS. HAND TIGHT
JOINTS (± 1/8" WIDTH) POLYMERIC SAND
SWEPT INTO JOINTS TO STABILIZE. SET
PAVERS WITH BEVELED EDGES DOWNWARD.
1" C-33 CONCRETE SAND SETTING BASE
(MAX.: 11
2", MIN.: 1
2")
6"
6"
6"
4"
#57 ROADBASE MATERIAL WITH
FINES COMPACTED AT MINIMUM
95% STANDARD PROCTOR
DENSITY.
PAVERS MUST BE ABSOLUTELY DRY AFTER
SETTING PRIOR TO INSTALLATION OF
POLYMERIC SAND WITHIN JOINTS. DO NOT
INSTALL POLYMERIC SAND IF RAIN IS IN THE
FORECAST WITHIN 48-HOURS OF PROPOSED
INSTALLATION TIMEFRAME.
GENERAL NOTE:
A
1.LAYOUT OF DRIVEWAY & SIDEWALKS TO BE STAKED
ON-SITE BY SURVEYOR.
2.EXPANSION & CONTROL JOINT LAYOUT TO BE
CONFIRMED DURING SHOP DRAWING REVIEW
PROCESS.
PAVING NOTES
SP26-04
PLANNING APPROVED
09/25/2026lf
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LIMIT OF WORK
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LIMIT OF WORK
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100-YEAR LINE
7'-101
4"6'-101
4"3'-47
8"
11
'
-
1
0
18"
24
'
-
1
0
3 4" F
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L
A
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18
'
-
7
7 8"
4'-91
8"
10'-21
2"
4'-91
2"
5'
-
0
"
91'-35
8"2'-15
8"
10'-111
2"
11
5
'
-
8
1 2"
31
'
-
6
"
21'-0"73'-101
2"
31
'
-
0
"
23'-21
8"
30
'
-
1
1
"
5'
-
0
"
12
'
-
0
"
14
'
-
0
"
7'-17
8"
4'
-
4
"
6'
-
4
3 8"
8'
-
3
1 2"
38'-67
8"
41
'
-
5
5 8"
24
'
-
1
1
"
V
I
F
55
'
-
6
"
V
I
F
11
'
-
4
1 4"
2
4
'
-
1
1
2"
F
I
R
E
L
A
N
E
6'
-
0
"
1" = 30' - 0"HARDSCAPE PLANA 0 15 30 60
Issue/Revisions:
154 Glass Street Suite 112
Dallas, TX 75207
p 214.915.0910
Bi
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1
THIS DRAWING(S) AND INFORMATION ARE THE
PROPERTY OF HOCKER DESIGN GROUP. THE
DRAWING(S) OR INFORMATION DEPICTED SHALL
NOT BE REPRODUCED OR USED WITHOUT WRITTEN
PERMISSION OF HOCKER DESIGN GROUP.
Civil Engineer
BGE, Inc.
2595 Dallas Parkway St 101
Frisco, TX 75034
p 972.464.4858
Project Manager
Stream Realty Partners
2001 Ross Avenue, Suite 400
Dallas, TX 75201
p 214.267.0400
Structural Engineer
Hunt & Joiner, Inc.
1825 Market Center Blvd. St 620
Dallas, TX 75207
p 214.760.7000
Structural Engineer
Falkokske Engineering, Inc.
722 N. Fielder Road
Arlington, TX 76012
p 817.261.8300
75% DD Set 04.07.202601
100% CD Set 06.24.202602
Site Plan Permit 08.10.202603
09.21.2026
Site Plan REV #1 09.08.202604
Site Plan REV #2 09.21.202605
Hardscape Plan
L3.01
BIBLE STUDY FELLOWSHIP:
SP26-04:
2700 WESTERN OAKS DRIVE:
_______________ ________________
MAYOR SECRETARY
DATE:_________________________
PLANNING AND ZONING COMMISSION
______________________
CHAIRMAN
DATE:_________________________
SHEET____ OF_____
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES
PLANNING SERVICES DEPARTMENT
HARDSCAPE PLAN
FOR
BIBLE STUDY FELLOWSHIP
LOT 1, BLOCK 1
GRAPEVINE ADDITION
CAB. A, SLIDE 6228
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
6.9325 ACRES OR 301,981 SQ. FT.
ZONE: "CC" COMMUNITY COMMERCIAL
DATE OF REVISION: SEPTEMBER 21,2026
PURPOSE OF REQUEST:
SP26-04 IS A REQUEST TO MODIFY THE
EXISTING LANDSCAPING AND BUILDING
ELEVATIONS AND TO CONSTRUCT A PAVILION
FOR AN EXISTING USER, BIBLE STUDY
FELLOWSHIP.
8 15
HARDSCAPE LEGEND & KEY
KEY SYM.DESCRIPTION
CONCRETE
C-1 CONCRETE (FREESTANDING &
RETAINING WALL)
C-2 CONCRETE PAVEMENT:
VEHICULAR RATED
C-3 CONCRETE PAVEMENT:
PEDESTRIAN RATED
C-4 CONCRETE STAIR
C-5 STUCCO CLAD CONCRETE
FREESTANDING WALL
GRAVEL
G-1 GRAVEL: PEDESTRIAN RATED
G-2 BOULDERS/SLABSTONES
MASONRY
M-1 PAVING PATTERN (1)
20° ORIENTATION
M-2 PAVING PATTERN (2)
85° ORIENTATION
M-3 PAVING PATTERN (3)
45° ORIENTATION
M-4 STONE BLOCK BENCH
METALS
S-1 STEEL EDGE
S-2 HANDRAIL/ GUARDRAIL
S-3 VEHICULAR GATE TO REMAIN
S-4 STEEL BOLLARDS
WOOD
W-1 NOT USED
FURNISHINGS
F-1 FOREST PAVILION
F-2 WATER FEATURE
UTILITIES
U-1 FIRE LANE STRIPING
PLANTING AREA. RE:L5.0X
DOWNSPOUT
VERIFY IN FIELD
ALIGN
EXISTING TREE TO REMAIN
P.A.
DS
VIF
LEGEND
1.LAYOUT OF DRIVEWAY & SIDEWALKS TO BE
STAKED ON-SITE BY SURVEYOR.
2.EXPANSION & CONTROL JOINT LAYOUT TO
BE CONFIRMED DURING SHOP DRAWING
REVIEW PROCESS.
PAVING NOTES
B/L3.13
C/
L
3
.
1
3
A/L3.13
S1
M1
M3
M2
F2
M4
G1
M4
S4
U1
G1
C3
C2
M4
G1
S1
G1
G1
C3
C4
C1
C3
C5
S2
C3
NEW RAMP, MATCH
TO EXISTING
S3
G2
S2
C2
C4
S2
C4
C4
C3
M3
M1
M2
G2
M2
M1
M3
S1
C1
F1
S2
G2
TRANSFORMER
U1
NEW CONCRETE WALL EXTENSION.
REFERENCE STRUCTURAL.
NEW CURB, MATCH TO EXISTING
(1) NEW ACCESSIBLE PARKING SPACES
(PORTION OF EXISTING WALL TO
REMAIN. RE-FINISH & ADJUST
HEIGHT AS REQUIRED.
EXISTING CONCRETE FLATWORK
TO REMAIN
PORTION OF EXISTING WALL TO
REMAIN. RE-FINISH & ADJUST
HEIGHT AS REQUIRED.
G1
SP26-04
PLANNING APPROVED
09/25/2026lf
A NORTH ELEVATION 1"=20'-0"
B SOUTH ELEVATION 1"=20'-0"
C.1 EAST ELEVATION 1"=20'-0"
C.2
L3.10
Issue/Revisions:
154 Glass Street Suite 112
Dallas, TX 75207
p 214.915.0910
Bi
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,
7
6
0
5
1
THIS DRAWING(S) AND INFORMATION ARE THE
PROPERTY OF HOCKER DESIGN GROUP. THE
DRAWING(S) OR INFORMATION DEPICTED SHALL
NOT BE REPRODUCED OR USED WITHOUT WRITTEN
PERMISSION OF HOCKER DESIGN GROUP.
Civil Engineer
BGE, Inc.
2595 Dallas Parkway St 101
Frisco, TX 75034
p 972.464.4858
Project Manager
Stream Realty Partners
2001 Ross Avenue, Suite 400
Dallas, TX 75201
p 214.267.0400
Structural Engineer
Hunt & Joiner, Inc.
1825 Market Center Blvd. St 620
Dallas, TX 75207
p 214.760.7000
Structural Engineer
Falkokske Engineering, Inc.
722 N. Fielder Road
Arlington, TX 76012
p 817.261.8300
75% DD Set 04.07.202601
100% CD Set 06.24.202602
Site Plan Permit 08.10.202603
09.21.2026
Site Plan REV #1 09.08.202604
Site Plan REV #2 09.21.202605
Facade Elevations
L3.10
FACADE ELEVATIONS
9
BUILDING ELEVATION NOTES:
1.ALL SIGNAGE SUBJECT TO BUILDING
SERVICES DEPARTMENT APPROVAL.
2.MECHANICAL UNITS SHALL BE
SCREENED IN ACCORDANCE WITH THE
ZONING ORDINANCE.
3.UTILITY BOXES AND CONDUIT SHALL
BE PAINTED TO MATCH BUILDING
COLOR.
FS 589.80
19
'
-
0
"
4'
-
0
"
18
'
-
9
"
4'
-
0
"
4'
-
0
"
19
'
-
0
"
17
'
-
6
"
20
'
-
8
"
18
'
-
0
"
30
'
-
4
"
TS 567.01
FS 585.80
TW 570.47
FS 585.80
FS 589.80
FS 589.80
TS 566.88
FS 565.15
C.2 STAIR ENLARGEMENT 1"=10'-0"
BIBLE STUDY FELLOWSHIP:
SP26-04:
2700 WESTERN OAKS DRIVE:
_______________ ________________
MAYOR SECRETARY
DATE:_________________________
PLANNING AND ZONING COMMISSION
______________________
CHAIRMAN
DATE:_________________________
SHEET____ OF_____
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES
PLANNING SERVICES DEPARTMENT
FOR
BIBLE STUDY FELLOWSHIP
LOT 1, BLOCK 1
GRAPEVINE ADDITION
CAB. A, SLIDE 6228
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
6.9325 ACRES OR 301,981 SQ. FT.
ZONE: "CC" COMMUNITY COMMERCIAL
DATE OF REVISION: SEPTEMBER 21,2026
PURPOSE OF REQUEST:
SP26-04 IS A REQUEST TO MODIFY THE
EXISTING LANDSCAPING AND BUILDING
ELEVATIONS AND TO CONSTRUCT A PAVILION
FOR AN EXISTING USER, BIBLE STUDY
FELLOWSHIP.
15
TS 567.01
BUILDING SECTION CUT
BUILDING SECTION CUT
SP26-04
PLANNING APPROVED
09/25/2026lf
Issue/Revisions:
154 Glass Street Suite 112
Dallas, TX 75207
p 214.915.0910
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THIS DRAWING(S) AND INFORMATION ARE THE
PROPERTY OF HOCKER DESIGN GROUP. THE
DRAWING(S) OR INFORMATION DEPICTED SHALL
NOT BE REPRODUCED OR USED WITHOUT WRITTEN
PERMISSION OF HOCKER DESIGN GROUP.
Civil Engineer
BGE, Inc.
2595 Dallas Parkway St 101
Frisco, TX 75034
p 972.464.4858
Project Manager
Stream Realty Partners
2001 Ross Avenue, Suite 400
Dallas, TX 75201
p 214.267.0400
Structural Engineer
Hunt & Joiner, Inc.
1825 Market Center Blvd. St 620
Dallas, TX 75207
p 214.760.7000
Structural Engineer
Falkokske Engineering, Inc.
722 N. Fielder Road
Arlington, TX 76012
p 817.261.8300
75% DD Set 04.07.202601
100% CD Set 06.24.202602
Site Plan Permit 08.10.202603
09.21.2026
Site Plan REV #1 09.08.202604
Site Plan REV #2 09.21.202605
Planting Legend
L5.00
KEY PLANT
QUANTITY SYMBOL COMMON NAME
BOTANICAL NAME
PLANT
SIZE
HEIGHT
MIN.
SPREAD
MIN.
CITY NOTES/ SOIL NOTES/ IRRIGATION
NOTES SPECIFICATION COMMENTS
TREES
T1 5 ALLEE ELM
Ulmus parvifolia 'Emer II'7" CAL.22'-24'11'-13'REPLACEMENT INCH TOTAL: 35"
BALLED & BURLAPPED (B&B),
MATCHED, FULL AND WELL ROOTED,
SINGLE TRUNK, WELL BRANCHED WITH
STRONG CENTRAL LEADER.
T2 7
AERYN TRIDENT MAPLE
Acer buergerianum 'ABMTF'
PP16,629
5" CAL.18'-20'10'-12'REPLACEMENT INCH TOTAL: 35"
BALLED & BURLAPPED (B&B),
MATCHED, FULL AND WELL ROOTED,
SINGLE TRUNK, WELL BRANCHED WITH
STRONG CENTRAL LEADER.
T3 10
SHANTUNG MAPLE
Acer truncatum 'WF-ATI' PP
20109
4" CAL.16'-18'7'-8'REPLACEMENT INCH TOTAL: 40"
BALLED & BURLAPPED (B&B),
MATCHED, FULL AND WELL ROOTED,
SINGLE TRUNK, WELL BRANCHED WITH
STRONG CENTRAL LEADER.
T4 20 TAYLOR JUNIPER
Juniperus virginiana 'Taylor'4" CAL.14'-16'2'-3'REPLACEMENT INCH TOTAL: 80"
BALLED & BURLAPPED (B&B),
MATCHED, FULL AND WELL ROOTED,
WELL BRANCHED WITH FULL TO
GROUND (FTG) CANOPY.
T5 8
CONTEMPLATION
PARROTIA
Parrotia persica 'PPCM2'
4" CAL.16'-18'7'-9'REPLACEMENT INCH TOTAL: 32"
BALLED & BURLAPPED (B&B),
MATCHED, FULL AND WELL ROOTED,
SINGLE TRUNK, WELL BRANCHED WITH
STRONG CENTRAL LEADER.
T6 19
SLENDER SILHOUETTE
SWEETGUM
Liquidambar styraciflua
'Slender Silhouette'
4" CAL.16'-18'2'-3'REPLACEMENT INCH TOTAL: 76"
BALLED & BURLAPPED (B&B),
MATCHED, FULL AND WELL ROOTED,
WELL BRANCHED WITH 4' CANOPY
CLEARANCE.
T7 22
SLENDER SILHOUETTE
SWEETGUM
Liquidambar styraciflua
'Slender Silhouette'
3" CAL.10'-12'1.5'-2'REPLACEMENT INCH TOTAL: 55"
BALLED & BURLAPPED (B&B) OR
CONTAINER GROWN (65 GAL),
MATCHED, FULL AND WELL ROOTED,
WELL BRANCHED WITH FTG CANOPY.
T8 8 MIKINORI PARROTIA
Parrotia subaequalis 'Mikinori'3.5" CAL.9'-10'4'-5'REPLACEMENT INCH TOTAL: 28"
BALLED & BURLAPPED (B&B),
MATCHED, FULL AND WELL ROOTED,
WELL BRANCHED WITH FULL TO
GROUND (FTG) CANOPY.
T9 4 MEXICAN PLUM
Prunus mexicana 3.5" CAL.8'-10'5'-6'REPLACEMENT INCH TOTAL: 14"
BALLED & BURLAPPED (B&B),
MATCHED, FULL AND WELL ROOTED,
WELL BRANCHED WITH NATURAL
FORM (SINGLE TRUNK OR
MULTI-TRUNK).
T10 11
RUSTY BLACKHAW
VIBURNUM
Viburnum rufidulum
3" CAL.6'-7'3'-4'REPLACEMENT INCH TOTAL: 27.5"
BALLED & BURLAPPED (B&B),
MATCHED, FULL AND WELL ROOTED,
WELL BRANCHED WITH NATURAL
FORM WITH MULTI-TRUNK.
T11 11 YAUPON HOLLY
Ilex vomitoria 3" CAL.4'-5'3'-4'REPLACEMENT INCH TOTAL: 27.5"
BALLED & BURLAPPED (B&B) OR
CONTAINER GROWN (45 GAL),
MATCHED, FULL AND WELL ROOTED,
WELL BRANCHED WITH NATURAL
FORM, FTG CANOPY.
T12 1 CREPE MYRTLE
Lagerstroemia indica 'TBD'4" CAL.18'-20'10'-12'REPLACEMENT INCH TOTAL: 4"
BALLED & BURLAPPED (B&B) OR
CONTAINER GROWN (65 GAL),
MATCHED, FULL AND WELL ROOTED,
WELL BRANCHED, MULTI-TRUNK.
TOTAL REPLACEMENT TREES: 126 TOTAL REPLACEMENT INCHES: 476 > [MITIGATION TOTAL]: 297.93 RE: L1.00B
VINES
V1 36
BOSTON IVY
Parthenocissus tricuspidata
'Green Showers'
3 GAL.--POINT SOURCE IRRIGATION REQUIRED
AT EACH VINE.
NURSERY GROWN, MATCHED FULL
AND WELL ROOTED, PLANT AT 48" O.C.
ALONG EXTENT OF EAST FACING
ENTRY WALL PER PLAN.
V2 40 VARIES 3 GAL.--
POINT SOURCE IRRIGATION REQUIRED
AT EACH VINE.
VINE (A): (16) CORAL HONEYSUCKLE
VINE (B): (8) RED CASCADE ROSE
VINE (C): (8) SWEET SUMMER LOVE
CLEMATIS
NURSERY GROWN, MATCHED FULL
AND WELL ROOTED, PLANT PER PLAN.
TRAIN VINES TO SPILL OVER
ADJACENT WALLS. PIN DOMINANT
STEMS TO SOIL WITH SOIL PINS AS
REQUIRED.
PLANTING MIX & SEEDING
M1 6941 SF
MIX #1: 4-6 HOUR SUN
EXPOSURE PLANTING
BEDS
---
REFER TO DETAIL D/L2.10 FOR SOIL
PROFILE AND PREPARATION
DIRECTIVE.
MIX COMPOSITION: (S3) COPPERTONE
DISTYLIUM: 20%, (S4) TURKISH IRIS:
8%, (S5) FALL ASTER: 8%, (S6) BLACK
EYED SUSAN: 8%, (S7) FLAME
ACANTHUS: 8%, (S8) PINK PINATA
ABELIA: 8%, (S9) DWARF YAUPON
HOLLY: 40%
M2 6708 SF
MIX #2: 6+ HOUR SUN
EXPOSURE PLANTING
BEDS
---
REFER TO DETAIL D/L2.10 FOR SOIL
PROFILE AND PREPARATION
DIRECTIVE.
MIX COMPOSITION: (S3) COPPERTONE
DISTYLIUM: 20%, (S11) PINK GAURA:
8%, (S12) WHITE GAURA: 8%, (S6)
BLACK EYED SUSAN: 8%, (S13)
RUSSIAN SAGE: 8%, (S10) MUGO PINE:
24%, (S9) DWARF YAUPON HOLLY: 24%
PLANT SPECIFICATIONS
S1 5780 SF PURPLE WINTERCREEPER
Euonymus fortunei 'Coloratus'1 GAL.--NURSERY GROWN, MATCHED, FULL &
WELL ROOTED, PLANT AT 12" O.C.E.W.
S2 1529 SF ZEON ZOYSIA GRASS
Zoysia matrella 'Zeon'SOD --
SOD SHALL BE SET ON LEVELED 2"
TOP SOIL + COMPOST MIX. HEAVY
ROLL SOD AND WATER DEEPLY BY
HAND AFTER INSTALLATION.
SOD SHALL BE WELL ROOTED AND
FULLY THATCHED. LAY SOD PANELS IN
ORGANIZED MANNER OVER PREPARED
SOIL BASE.
T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
V2
T12
PLANTING LEGEND & SYMBOL KEY
KEY PLANT
QUANTITY SYMBOL COMMON NAME
BOTANICAL NAME
PLANT
SIZE
HEIGHT
MIN.
SPREAD
MIN.
CITY NOTES/ SOIL NOTES/ IRRIGATION
NOTES SPECIFICATION COMMENTS
S3 460 COPPERTONE DISTYLIUM
Distylium 'PIIDIST-III'
3 OR 5
GAL.--NURSERY GROWN, MATCHED, FULL &
WELL ROOTED, PLANT AT 30" O.C.E.W.
S4 357 TURKISH IRIS
Iris orientalis 1 GAL.--NURSERY GROWN, MATCHED, FULL &
WELL ROOTED, PLANT AT 16" O.C.E.W.
S5 357 FALL ASTER
Symphyotrichum oblongifolium 1 GAL.--NURSERY GROWN, MATCHED, FULL &
WELL ROOTED, PLANT AT 16" O.C.E.W.
S6 648 BLACK EYED SUSAN
Rudbeckia x 'Goldsturm'1 GAL.--NURSERY GROWN, MATCHED, FULL &
WELL ROOTED, PLANT AT 16" O.C.E.W.
S7 357
FLAME ACANTHUS
Anisacanthus quadrifidus var.
wrightii
1 GAL.--NURSERY GROWN, MATCHED, FULL &
WELL ROOTED, PLANT AT 16" O.C.E.W.
S8 158 ABELIA PINK PINATA
Abelia x 'Pink Pinata'
2 OR 3
GAL.--NURSERY GROWN, MATCHED, FULL &
WELL ROOTED, PLANT AT 24" O.C.E.W.
S9 2654 DWARF YAUPON HOLLY
Ilex vomitoria 'Nana'1 GAL.--NURSERY GROWN, MATCHED, FULL &
WELL ROOTED, PLANT AT 16" O.C.E.W.
S10 172 MOPS MUGO PINE
Pinus mugo 'Mops'
3 OR 5
GAL.--NURSERY GROWN, MATCHED, FULL &
WELL ROOTED, PLANT AT 36" O.C.E.W.
S11 291
PINK GAURA
Oenothera lindheimeri
'Siskiyou'
1 GAL.--NURSERY GROWN, MATCHED, FULL &
WELL ROOTED, PLANT AT 16" O.C.E.W.
S12 291
WHITE GAURA
Oenothera lindheimeri
'Whirling Butterflies'
1 GAL.--NURSERY GROWN, MATCHED, FULL &
WELL ROOTED, PLANT AT 16" O.C.E.W.
S13 291 RUSSIAN SAGE
Perovskia atriplicifolia 1 GAL.--NURSERY GROWN, MATCHED, FULL &
WELL ROOTED, PLANT AT 16" O.C.E.W.
*ESTIMATED MATURE CANOPY REPRESENTED IN RED
KEYED LEGEND
BIBLE STUDY FELLOWSHIP:
SP26-04:
2700 WESTERN OAKS DRIVE:
_______________ ________________
MAYOR SECRETARY
DATE:_________________________
PLANNING AND ZONING COMMISSION
______________________
CHAIRMAN
DATE:_________________________
SHEET____ OF_____
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES
PLANNING SERVICES DEPARTMENT
FOR
BIBLE STUDY FELLOWSHIP
LOT 1, BLOCK 1
GRAPEVINE ADDITION
CAB. A, SLIDE 6228
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
6.9325 ACRES OR 301,981 SQ. FT.
ZONE: "CC" COMMUNITY COMMERCIAL
DATE OF REVISION: SEPTEMBER 21,2026
PURPOSE OF REQUEST:
SP26-04 IS A REQUEST TO MODIFY THE
EXISTING LANDSCAPING AND BUILDING
ELEVATIONS AND TO CONSTRUCT A PAVILION
FOR AN EXISTING USER, BIBLE STUDY
FELLOWSHIP.
15
PLANTING LEGEND
10
TOTAL NUMBER OF TREES REMOVED: 35
TOTAL NUMBER OF TREES PLANTED: 126
TOTAL NUMBER OF TREES PLANTED FROM THE REQUIRED TREE LIST: 35
T4 - Juniperus virginiana (20)
T9 - Prunus mexicana (4)
T11 - Ilex vomitoria (11)
SP26-04
PLANNING APPROVED
09/25/2026lf
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T6
T6
T6
T6
T6
T6
T6
T6
T6
T6
T6
T6
T6
T6
T6
T6
T6
T6
T6
T10
T10
T10
T10
T10
T10
T10
T10
T10
T10
T10
T11
T11
T11
T11T11
T11
T11
T11
T11
T11
T11
T9
T9
T9
T9
T8
T8
T8
T8
T8
T8
T8
T8
T7
T7
T7 T7
T7
T7
T7
T7
T7
T7
T7
T7
T7
T7
T7
T7
T7 T7
T7
T7T7
T7
T5
T5
T5
T5
T5
T5
T5
T5
T4
T4
T4
T4
T4
T4
T4
T4
T4
T4
T4
T4
T4
T4
T4
T4
T4
T4
T4
T4
T3
T3
T3
T3
T3
T3
T3
T2
T2
T2
T2
T2
T2
T1T1
T1
T1
T1
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
V2
T2
T3T10
V2 V2V2 V2 V2 V2 V2V2V2
T12
T3
T3
1" = 30' - 0" PLANTING PLANA 0 15 30 60
Issue/Revisions:
154 Glass Street Suite 112
Dallas, TX 75207
p 214.915.0910
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THIS DRAWING(S) AND INFORMATION ARE THE
PROPERTY OF HOCKER DESIGN GROUP. THE
DRAWING(S) OR INFORMATION DEPICTED SHALL
NOT BE REPRODUCED OR USED WITHOUT WRITTEN
PERMISSION OF HOCKER DESIGN GROUP.
Civil Engineer
BGE, Inc.
2595 Dallas Parkway St 101
Frisco, TX 75034
p 972.464.4858
Project Manager
Stream Realty Partners
2001 Ross Avenue, Suite 400
Dallas, TX 75201
p 214.267.0400
Structural Engineer
Hunt & Joiner, Inc.
1825 Market Center Blvd. St 620
Dallas, TX 75207
p 214.760.7000
Structural Engineer
Falkokske Engineering, Inc.
722 N. Fielder Road
Arlington, TX 76012
p 817.261.8300
75% DD Set 04.07.202601
100% CD Set 06.24.202602
Site Plan Permit 08.10.202603
09.21.2026
Site Plan REV #1 09.08.202604
Site Plan REV #2 09.21.202605
Planting Plan
L5.01
BIBLE STUDY FELLOWSHIP:
SP26-04:
2700 WESTERN OAKS DRIVE:
_______________ ________________
MAYOR SECRETARY
DATE:_________________________
PLANNING AND ZONING COMMISSION
______________________
CHAIRMAN
DATE:_________________________
SHEET____ OF_____
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES
PLANNING SERVICES DEPARTMENT
PLANTING PLAN
FOR
BIBLE STUDY FELLOWSHIP
LOT 1, BLOCK 1
GRAPEVINE ADDITION
CAB. A, SLIDE 6228
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
6.9325 ACRES OR 301,981 SQ. FT.
ZONE: "CC" COMMUNITY COMMERCIAL
DATE OF REVISION: SEPTEMBER 21,2026
11 15
PLANTING LEGEND & KEY
KEY PLANT
QUANTITY SYMBOL COMMON NAME
BOTANICAL NAME
TREES
T1 5 ALLEE ELM
Ulmus parvifolia 'Emer II'
T2 7
AERYN TRIDENT MAPLE
Acer buergerianum 'ABMTF'
PP16,629
T3 10
SHANTUNG MAPLE
Acer truncatum 'WF-ATI' PP
20109
T4 20 TAYLOR JUNIPER
Juniperus virginiana 'Taylor'
T5 8
CONTEMPLATION
PARROTIA
Parrotia persica 'PPCM2'
T6 19
SLENDER SILHOUETTE
SWEETGUM
Liquidambar styraciflua
'Slender Silhouette'
T7 22
SLENDER SILHOUETTE
SWEETGUM
Liquidambar styraciflua
'Slender Silhouette'
T8 8 MIKINORI PARROTIA
Parrotia subaequalis 'Mikinori'
T9 4 MEXICAN PLUM
Prunus mexicana
T10 11
RUSTY BLACKHAW
VIBURNUM
Viburnum rufidulum
T11 11 YAUPON HOLLY
Ilex vomitoria
T12 1 CREPE MYRTLE
Lagerstroemia indica 'TBD'
TOTAL REPLACEMENT TREES: 126
VINES
V1 36
BOSTON IVY
Parthenocissus tricuspidata
'Green Showers'
V2 40 VARIES
PLANTING MIX & SEEDING
M1 6941 SF
MIX #1: 4-6 HOUR SUN
EXPOSURE PLANTING
BEDS
M2 6708 SF
MIX #2: 6+ HOUR SUN
EXPOSURE PLANTING
BEDS
PLANT SPECIFICATIONS
S1 5780 SF PURPLE WINTERCREEPER
Euonymus fortunei 'Coloratus'
S2 1529 SF ZEON ZOYSIA GRASS
Zoysia matrella 'Zeon'
T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
V2
T12
*ESTIMATED MATURE CANOPY
REPRESENTED IN RED
KEYED LEGEND
S1
M2
M1
M1
M2
S1
M1
S1
S1
S1
V1
M1
M1
S2
M2
S1
M1
M2
M1
S1
V1
PURPOSE OF REQUEST:
SP26-04 IS A REQUEST TO MODIFY THE
EXISTING LANDSCAPING AND BUILDING
ELEVATIONS AND TO CONSTRUCT A PAVILION
FOR AN EXISTING USER, BIBLE STUDY
FELLOWSHIP.
SP26-04
PLANNING APPROVED
09/25/2026lf
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LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
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LIM
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100-YEAR LINE
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L2
L2
L2
L2
L2
L2
L2
L2
L2
L3
L3
L3
L3
L3
L3
L3
L3
L3
L3
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L4
L4
L4
L4
L6L6
L6 L6
L6 L6
L4
L5
L3
L3
L3
L3
L3
L3
L3
L3
L3
L3
L3
L3
L3
L7
L7
L7
L7
L7
L8 L8 L8 L8 L8
L8
L8
L8
L8
L8
L1
L7
L7
L7
L7L7
L7
L7
L7
L7
L1
L1
L1
L1
L1
L1
L1
L5L4
1" = 30' - 0"LIGHTING PLANA 0 15 30 60
Issue/Revisions:
154 Glass Street Suite 112
Dallas, TX 75207
p 214.915.0910
Bi
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e
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G
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a
p
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6
0
5
1
THIS DRAWING(S) AND INFORMATION ARE THE
PROPERTY OF HOCKER DESIGN GROUP. THE
DRAWING(S) OR INFORMATION DEPICTED SHALL
NOT BE REPRODUCED OR USED WITHOUT WRITTEN
PERMISSION OF HOCKER DESIGN GROUP.
Civil Engineer
BGE, Inc.
2595 Dallas Parkway St 101
Frisco, TX 75034
p 972.464.4858
Project Manager
Stream Realty Partners
2001 Ross Avenue, Suite 400
Dallas, TX 75201
p 214.267.0400
Structural Engineer
Hunt & Joiner, Inc.
1825 Market Center Blvd. St 620
Dallas, TX 75207
p 214.760.7000
Structural Engineer
Falkokske Engineering, Inc.
722 N. Fielder Road
Arlington, TX 76012
p 817.261.8300
75% DD Set 04.07.202601
100% CD Set 06.24.202602
Site Plan Permit 08.10.202603
09.21.2026
Site Plan REV #1 09.08.202604
Site Plan REV #2 09.21.202605
Lighting Plan
L6.01
LIGHTING LEGEND & KEY
KEY QUANTITY SYMBOL DESCRIPTION FINISH MOUNTING DETAILS COMMENTS
L1 32 TREE DOWNLIGHT BRONZE FX LUMINAIRE
TREE STRAP AL6.10 FX LUMINAIRE NP 9 LED COLOR TEMP: 3000K
L2 9 PATHLIGHTS BRONZE STAKED B/L6.10 PRODUCT: HINKLEY ATLANTIS 12V LED PATH LIGHT
L3 23 FLUSH MOUNT WALL/ STEP LIGHTS
BRUSHED
STAINLESS
STEEL
FLUSH C/L6.10 PRODUCT: LUCIFER STEALTH STEPLIGHT TEMP:3000K
L4 6 FLUSH MOUNT INGRADE OUTLET
GROUND BOX E/L6.10
PRODUCT: LEGRAND, WIREMOLD OUTDOOR GROUND BOX.
CONDITION ONE: THE GROUND BOX NEEDS TO BE
MOUNTED FLUSH WITH THE TOP OF PAVERS. CONDITION
TWO: PLANTER GROUND BOX. LOCATION TO BE VERIFIED
ON FIELD.
L5 2 HAIKU OUTDOOR CEILING FAN BLACK DOWNROD F/L6.10
PRODUCT: BIG ASS FANS HAIKU OUTDOOR CEILING FAN.
AIRFOIL FINISH BLACK, HARDWARE FINISH BLACK.
DIAMETER 60". DOWNROD MOUNT TYPE. WITH DOWNLIGHT.
L6 6 FOREST PAVILION DOWNLIGHT BLACK FX LUMINAIRE D/L6.10 FX LUMINAIRE PS 9 LED COLOR TEMP: 3000K
L7 14 BOLLARDS BLACK G/L6.10 PRODUCT: HUNZA BOLLARD 700
L8 10 ARCHITECTURAL WALL LIGHT BLACK H/L6.10 PRODUCT: BEGA WALL LUMINAIRE 33 327 COLOR TEMP:
3000K
BIBLE STUDY FELLOWSHIP:
SP26-04:
2700 WESTERN OAKS DRIVE:
_______________ ________________
MAYOR SECRETARY
DATE:_________________________
PLANNING AND ZONING COMMISSION
______________________
CHAIRMAN
DATE:_________________________
SHEET____ OF_____
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES
PLANNING SERVICES DEPARTMENT
FOR
BIBLE STUDY FELLOWSHIP
LOT 1, BLOCK 1
GRAPEVINE ADDITION
CAB. A, SLIDE 6228
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
6.9325 ACRES OR 301,981 SQ. FT.
ZONE: "CC" COMMUNITY COMMERCIAL
DATE OF REVISON: SEPTEMBER 21,2026
PURPOSE OF REQUEST:
SP26-04 IS A REQUEST TO MODIFY THE
EXISTING LANDSCAPING AND BUILDING
ELEVATIONS AND TO CONSTRUCT A PAVILION
FOR AN EXISTING USER, BIBLE STUDY
FELLOWSHIP.
15
LIGHTING PLAN
12
SP26-04
PLANNING APPROVED
09/25/2026lf
5'-2"9'-8"5'-2"2"2"20'-0"
21'-0"
5'
-
4
"
10
'
-
1
"
10
'
-
1
"
30
'
-
8
"
5'
-
2
"
31
'
-
6
"
9'
-
0
"
554
555
553
552
551
556
550
548
547
2'
-
9
"
15°
3'
-
6
"
4'
-
1
1
"
21'-0"
5'-8"9'-8"5'-8"
9'
-
4
"
C SECTION: NORTH - FOREST PAVILION | 1/2" = 1'-0"
STEEL RAILING. 2"X1
2".
STEEL BEAM, 4"X4".
STEEL COLUMN. 4'X4".
WOODEN JOIST 6"X2".
ROOFING SYSTEM PER
STRUCURAL.
RE: STRUCTURAL
PER STRUCTURAL
555.84 FFE
7"
549
FEMA 100-YEAR FLOODPLAIN
CITY ULTIMATE FLOODPLAIN
REINFORCED FOOTER
4'-0"x4'-0"x1'-0".
RE: STRUCTURAL
554
555
553
552
551
556
550
549
548
555.84 FFE
D SECTION: WEST - FOREST PAVILION | 1/2" = 1'-0"
547
9'
-
0
"
2'
-
9
"
15°
3'
-
6
"
4'
-
1
1
"
31'-6"
5'-8"10'-1"10'-1"
9'
-
4
"
5'-8"
PER STRUCTURAL
FEMA 100-YEAR
FLOODPLAIN
7"
CITY ULTIMATE FLOODPLAIN
\\
\\
\\
\\
\\
\\
\
\
\
\
\\
100-YEAR LINE
11
5
'
-
8
1 2"
31
'
-
6
"
21'-0"73'-101
2"
23'-21
8"
12
'
-
0
"
7'-17
8"
3 8"
38'-67
8"
2
4
'
-
1
1
2
"
F
I
R
E
L
A
N
E
3/8" = 1' - 0"FOREST PAVILION PLANB
Civil Engineer
BGE, Inc.
2595 Dallas Parkway St 101
Frisco, TX 75034
p 972.464.4858
Issue/Revisions:
THIS DRAWING(S) AND INFORMATION ARE THE
PROPERTY OF HOCKER DESIGN GROUP. THE
DRAWING(S) OR INFORMATION DEPICTED SHALL
NOT BE REPRODUCED OR USED WITHOUT WRITTEN
PERMISSION OF HOCKER DESIGN GROUP.
154 Glass Street Suite 112
Dallas, TX 75207
p 214.915.0910
Bi
b
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27
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0
W
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O
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D
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,
G
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p
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6
0
5
1
Project Manager
Stream Realty Partners
2001 Ross Avenue, Suite 400
Dallas, TX 75201
p 214.267.0400
75% DD Set 04.07.202601
100% CD Set 06.24.202602
Structural Engineer
Hunt & Joiner, Inc.
1825 Market Center Blvd. St 620
Dallas, TX 75207
p 214.760.7000
Structural Engineer
Falkokske Engineering, Inc.
722 N. Fielder Road
Arlington, TX 76012
p 817.261.8300
09.21.2026
Site Plan Permit 08.10.202603
Site Plan REV #1 09.08.202604
Site Plan REV #2 09.21.202605
Hardscape
Details
L3.20
PAVILION NOTES:
1.REFERENCE STRUCTURAL DRAWINGS FOR
CONSTRUCTABILITY DIRECTIVE.
2.FINAL LOCATION TO BE FIELD VERIFIED TO
ENSURE STRUCTURE IS NOT BUILT IN
100-YEAR FLOOD ZONE.
3.NO FILLING IS ALLOWED IN ULTIMATE OR
FEMA FLOODPLAIN.
4" SQUARE STEEL COLUMS (6 TOTAL)
1"'=10'- 0"FOREST PAVILION SITE PLANA
B
L3.20
APPROXIMATE LOCATION FEMA
FLOODPLAIN ZONES ACCORDING
TO F.I.R.M NO. 48439C0115K
DATED SEPTEMBER 25,2009
CITY OF GRAPEVINE
ULTIMATE FLOODPLAIN
APPROXIMATE LOCATION FEMA
FLOODPLAIN ZONES ACCORDING
TO F.I.R.M NO. 48439C0115K
DATED SEPTEMBER 25,2009
CITY OF GRAPEVINE
ULTIMATE FLOODPLAIN
BIBLE STUDY FELLOWSHIP:
SP26-04:
2700 WESTERN OAKS DRIVE:
_______________ ________________
MAYOR SECRETARY
DATE:_________________________
PLANNING AND ZONING COMMISSION
______________________
CHAIRMAN
DATE:_________________________
SHEET____ OF_____
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES
PLANNING SERVICES DEPARTMENT
FOR
BIBLE STUDY FELLOWSHIP
LOT 1, BLOCK 1
GRAPEVINE ADDITION
CAB. A, SLIDE 6228
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
6.9325 ACRES OR 301,981 SQ. FT.
ZONE: "CC" COMMUNITY COMMERCIAL
DATE OF REVISON: SEPTEMBER 21,2026
PURPOSE OF REQUEST:
SP26-04 IS A REQUEST TO MODIFY THE
EXISTING LANDSCAPING AND BUILDING
ELEVATIONS AND TO CONSTRUCT A PAVILION
FOR AN EXISTING USER, BIBLE STUDY
FELLOWSHIP.
15
HARDSCAPE DETAILS
13
SP26-04
PLANNING APPROVED
09/25/2026lf
Civil Engineer
BGE, Inc.
2595 Dallas Parkway St 101
Frisco, TX 75034
p 972.464.4858
Issue/Revisions:
THIS DRAWING(S) AND INFORMATION ARE THE
PROPERTY OF HOCKER DESIGN GROUP. THE
DRAWING(S) OR INFORMATION DEPICTED SHALL
NOT BE REPRODUCED OR USED WITHOUT WRITTEN
PERMISSION OF HOCKER DESIGN GROUP.
154 Glass Street Suite 112
Dallas, TX 75207
p 214.915.0910
Bi
b
l
e
S
t
u
d
y
F
e
l
l
o
w
s
h
i
p
Gl
o
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a
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H
Q
R
e
l
o
c
a
t
i
o
n
27
0
0
W
e
s
t
e
r
n
O
a
k
s
D
r
,
G
r
a
p
e
v
i
n
e
,
7
6
0
5
1
Project Manager
Stream Realty Partners
2001 Ross Avenue, Suite 400
Dallas, TX 75201
p 214.267.0400
75% DD Set 04.07.202601
100% CD Set 06.24.202602
Structural Engineer
Hunt & Joiner, Inc.
1825 Market Center Blvd. St 620
Dallas, TX 75207
p 214.760.7000
Structural Engineer
Falkokske Engineering, Inc.
722 N. Fielder Road
Arlington, TX 76012
p 817.261.8300
09.21.2026
Site Plan Permit 08.10.202603
Site Plan REV #1 09.08.202604
Site Plan REV #2 09.21.202605
Hardscape
Details
L3.21
DISCLAIMER:
GRAPHICS SHOWN FOR DESIGN INTENT ONLY,
REFER TO DETAIL FOR FURTHER INFORMATION.
A FOREST PAVILION DIAGRAM NTS
(3)LAYER ROOF
A.IMPACT
RESISTANT
SHINGLES.
B.SYNTHETIC
ROOFING
FELT.
C.2X6 TONGUE
AND GROVE
DECKING.
HYBRID STEEL +
TIMBER FRAMING
RE:3/S1.01
ATTACH FANS TO
RIDGE WITH ROD.
GUARDRAIL AT 42"
HEIGHT. 1
2" STEEL
TUBE POSTS AND
TOP RAIL. INFILL
WITH STAINLESS
STEEL AIRCRAFT
CABLE SET 4" ON
CENTER.
5
4" X 6" TREATED
TIMBER DECKING
HYBRID STEEL +
TIMBER FRAMING
RE: 2/S1.01
CONCRETE
FOOTINGS
C
D
E
F
G
G
F
E
D
C
B
A
B
A
B GRAPHIC PERSPECTIVE NTS
C GRAPHIC ISOMETRIC NTS
BIBLE STUDY FELLOWSHIP:
SP26-04:
2700 WESTERN OAKS DRIVE:
_______________ ________________
MAYOR SECRETARY
DATE:_________________________
PLANNING AND ZONING COMMISSION
______________________
CHAIRMAN
DATE:_________________________
SHEET____ OF_____
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES
PLANNING SERVICES DEPARTMENT
FOR
BIBLE STUDY FELLOWSHIP
LOT 1, BLOCK 1
GRAPEVINE ADDITION
CAB. A, SLIDE 6228
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
6.9325 ACRES OR 301,981 SQ. FT.
ZONE: "CC" COMMUNITY COMMERCIAL
DATE OF REVISON: SEPTEMBER 21,2026
PURPOSE OF REQUEST:
SP26-04 IS A REQUEST TO MODIFY THE
EXISTING LANDSCAPING AND BUILDING
ELEVATIONS AND TO CONSTRUCT A PAVILION
FOR AN EXISTING USER, BIBLE STUDY
FELLOWSHIP.
15
HARDSCAPE DETAILS
14
PAVILION NOTES:
1.REFERENCE STRUCTURAL DRAWINGS FOR
CONSTRUCTABILITY DIRECTIVE.
2.FINAL LOCATION TO BE FIELD VERIFIED TO
ENSURE STRUCTURE IS NOT BUILT IN
100-YEAR FLOOD ZONE.
3.NO FILLING IS ALLOWED IN ULTIMATE OR
FEMA FLOODPLAIN.
SP26-04
PLANNING APPROVED
09/25/2026lf
2x
1
0
J
O
I
S
T
S
AT
1
6
"
O
C
M
A
X
2x10 JOISTS
AT 16" OC MAX
2x
1
0
J
O
I
S
T
S
AT
1
6
"
O
C
M
A
X
2x10 JOISTS
AT 16" OC MAX
2x
1
2
J
O
I
S
T
S
AT
1
6
"
O
C
M
A
X
2x
1
2
J
O
I
S
T
S
AT
1
6
"
O
C
M
A
X
2x
1
2
J
O
I
S
T
S
AT
1
6
"
O
C
M
A
X
2x
1
2
J
O
I
S
T
S
AT
1
6
"
O
C
M
A
X
2x
1
2
J
O
I
S
T
S
AT
1
6
"
O
C
M
A
X
2x
1
2
J
O
I
S
T
S
AT
1
6
"
O
C
M
A
X
2x
1
2
J
O
I
S
T
S
AT
1
6
"
O
C
M
A
X
2x
1
2
J
O
I
S
T
S
AT
1
6
"
O
C
M
A
X
2x
1
2
J
O
I
S
T
S
AT
1
6
"
O
C
M
A
X
2x
1
2
J
O
I
S
T
S
AT
1
6
"
O
C
M
A
X
2x
1
2
J
O
I
S
T
S
AT
1
6
"
O
C
M
A
X
2x
1
2
J
O
I
S
T
S
AT
1
6
"
O
C
M
A
X
31
'
-
6
"
5'
-
8
"
10
'
-
1
"
10
'
-
1
"
5'
-
8
"
21'-0"
5'-8"9'-8"5'-8"
96'-8"96'-8"
95'-0"95'-0"
93'-4"93'-4"
FIN FLR = 100'-0"
ARCH/CIVIL ELEV=555.84'
HS
S
1
0
X
4
X
1
/
4
TB
=
11
2
'
-
9
1
/
4
"
HS
S
4
X
4
X
1
/
4
TB
=
11
0
'
-
8
7
/
8
"
HS
S
4
X
4
X
1
/
4
TB
=
11
0
'
-
8
7
/
8
"
HS
S
4
X
4
X
1
/
4
TB
=
11
0
'
-
8
7
/
8
"
HS
S
4
X
4
X
1
/
4
TB
=
11
0
'
-
8
7
/
8
"
HSS4X4X1/4
TB= 110'-8 7/8"
HSS4X4X1/4
TB= 110'-8 7/8"
HSS4X4X1/4
TB= 110'-8 7/8"
HSS4X4X1/4
TB= 110'-8 7/8"
HSS10X4X1/4
TB= 110'-3"
HSS10X4X1/4
TB= 110'-3"
HS
S
1
0
X
4
X
5
/
1
6
TB
=
11
0
'
-
3
"
HS
S
1
0
X
4
X
5
/
1
6
TB
=
11
0
'
-
3
"
TB
=
109'-3 1
/4"
TB
=
112
'-0"TB
=
112
'-0"
TB
=
109
'
-
3
1
/4"
TB
=
109
'-3"
TB
=
112
'-0"
TB
=
109
'
-
3
1
/4"
TB
=
112
'-0"HSS10X4X1/4HSS10X4X1/4HSS10X4X1/4HSS10X4X1/4HSS4x4x1/4
STUB COLUMN
HSS4x4x1/4
STUB COLUMN
21'-0"
5'-8"9'-8"5'-8"
31
'
-
6
"
5'
-
8
"
10
'
-
1
"
10
'
-
1
"
5'
-
8
"
HSS8X4X1/4
HS
S
8
X
4
X
1
/
4
HSS8X4X1/4
HS
S
8
X
4
X
1
/
4
HSS8X4X1/4
HSS8X4X1/4HSS8X4X1/4HSS8X4X1/4
HSS8X4X1/4 HSS8X4X1/4 HSS8X4X1/4
HS
S
8
X
4
X
1
/
4
HS
S
8
X
4
X
1
/
4
HS
S
8
X
4
X
1
/
4
HS
S
8
X
4
X
1
/
4
HSS10X2X1/4
HS
S
1
0
X
2
X
1
/
4
HSS10X2X1/4
HS
S
1
0
X
2
X
1
/
4
21'-0"
5'-8"9'-8"5'-8"
31
'
-
6
"
5'
-
8
"
10
'
-
1
"
10
'
-
1
"
5'
-
8
"
NOTES:
1.SIMILAR CONDITIONS APPLY FOR BEAMS ON BOTH SIDES OF MEMBER A.
2.FOR WELD SIZE F, NUMBER OF BOLTS N & PLATE THICKNESS t, SEE NOTE
FOR CONNECTION DESIGN IN STRUCTURAL STEEL SECTION OF
GENERAL NOTES, TYPE 2 UNO.
MEMBER A
MEMBER B
4" MAX
7"SLOT CAP PL & HSS TO
FIT PL T&B
PLATE THICKNESS t
3/8" CAP PL
5/16
CAP PL
TO HSS
F
F
2"
F
F S T A T E O F TEX
A
S
P
R
O
F
E
S
SIO L E N G I N EER
N
LIC E N S E D
A
CLINTON D. CODY
92695
PROJECT NO:TX REG#2423
Project Manager
Structural Engineer
Structural Engineer
Stream Realty Partners
2001 Ross Avenue, Suite 400
Dallas, TX 75201
p 214.267.0400
Hunt & Joiner, Inc.
1825 Market Center Blvd. St 620
Dallas, TX 75207
p 214.760.7000
Falkokske Engineering, Inc.
722 N. Fielder Road
Arlington, TX 76012
p 817.261.8300
Issue/Revisions:
154 Glass Street Suite 112
Dallas, TX 75207
p 214.915.0910
Bi
b
l
e
S
t
u
d
y
F
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l
l
o
w
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i
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Gl
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H
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t
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27
0
0
W
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s
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r
n
O
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k
s
D
r
,
G
r
a
p
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v
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,
7
6
0
5
1
75% CD Set 04.07.202601
Civil Engineer
BGE, Inc.
2595 Dallas Parkway St 101
Frisco, TX 75034
p 972.464.4858
THIS DRAWING(S) AND INFORMATION ARE THE
PROPERTY OF HOCKER DESIGN GROUP. THE
DRAWING(S) OR INFORMATION DEPICTED SHALL
NOT BE REPRODUCED OR USED WITHOUT WRITTEN
PERMISSION OF HOCKER DESIGN GROUP.
24152.B
06.30.2026
100% CD Set 06.24.202602
S1.01
PAVILLION
FOUNDATION AND
FRAMING PLANS
1/4" = 1'-0"1 PAVILION FOUNDATION PLAN
1/4" = 1'-0"3 PAVILION ROOF FRAMING PLAN
1/4" = 1'-0"2 PAVILION FLOOR FRAMING PLAN
4 PAVILION ISOMETRIC 5 PAVILION ELEVATION 6 PAVILION ELEVATION
4'-0"x4'-0"x1'-0" (TYP UNO)
TOP OF FOOTING ELEV
HSS4x4x5/16 (TYP UNO)
FOOTING KEY
NTS7
TYP HSS BEAM
TO HSS BEAM CONN
PAVILION FOUNDATION AND FRAMING PLANS
15
SP26-04
PLANNING APPROVED
09/25/2026lf