DATE: MARCH 08, 2021 - Addison Texas
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APPROXIMATE AREA OF PROPOSED
MODIFICATION TO CONCEPT PLAN
APPROXIMATE AREA OF PROPOSED
INTERIM DRIVE FOR IMPROVED
TRAFFIC FLOW
03/08/2021
DATE:
DATE: MARCH
MARCH 08,
08, 2020
2021
03/08/2021
EXISTING BUILDING AREAS
ADMINISTRATION WING: 6,400sf
ART WING: 9,440sf
ATHLETIC TRAINING CENTER: 18,135sf
BASEBALL STADIUM: 5,000sf
FIELD HOUSE: 22,194sf
LOWER SCHOOL LIBRARY COMPLEX: 20,034sf
LOWER SCHOOL: 78,000sf
MULTI-COMPLEX BUILDING: 49,102sf
MIDDLE SCHOOL: 24,080sf
PERFORMING ARTS CENTER: 35,830sf
PORTABLES (3): 6,048sf
STADIUM: 3,760sf
UPPER SCHOOL: 68,000sf
TOTAL EXISTING: 346,023sf
PROPOSED NEW BUILDING AREA
MIDDLE SCHOOL: 45,180sf
PHASE 2
MIDDLE SCHOOL: TBD +/- 20,000sf
CHAPEL: TBD +/- 11,000sf
TOTAL EXISTING + NEW: APPOX. 422,203sf
*FUTURE DEVELOPMENT WILL REQUIRED A NEW
ZONING SUBMISSION
MAXIUMUM ALLOWABLE BUILDING AREA
585,000sf
APPROXIMATE AREA OF PROPOSED MIDDLE SCHOOL
PHASE 1 AND FUTURE MIDDLE SCHOOL ADDITIONS
APPROXIMATE AREA OF PROPOSED INTERIM DRIVE
FOR IMPROVED TRAFFIC FLOW.
FULL REALIZATION OF DRIVES AS SHOWN IN
CONCEPT PLAN WILL BE PART OF FUTURE PHASES
03/08/2021
DATE: MARCH 08, 2021
03/08/2021
03
T.O. STAIR TOWER FACADE PLAN NOTES
TOP OF GABLE PARAPET
55'-0"
54'-1"
147' - 6" - THIS FACADE PLAN IS FOR CONCEPTUAL PURPOSED ONLY.
DARK BRONZE METAL COPING DARK BRONZE ALUMINUM COMPOSITE ALL BUILDING PLANS REQUIRE REVIEW AND APPROVAL BY
PANEL SYSYEM (ALUCABOND OR SIM) DEVELOPMENT SERVICES.
64' - 0" 83' - 6"
- ALL MECHANICAL UNITS SHALL BE SCREENED FROM PUBLIC
VIEW AS REQUIRED BY THE ZONING ORDINANCE
DARK BRONZE ALUMINUM COMPOSITE
29' - 0"
PANEL SYSYEM (ALUCABOND OR SIM) - WHEN PERMITTED, EXPOSED UTILITY BOXES AND CONDUITS
T.O. ENTRY PARAPET SHALL BE PAINTED TO MATCH THE BUILDING
DARK BRONZE PRE-ENGINEERED 30'-6" 1 STORY
82' - 4"
ALUM. CANOPY MIDDLE - ALL SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO
LEVEL 3 SCHOOL APPROVAL BY DEVELOPMENT SERVICES
T.O. LIBRARY PARAPET 28'-0"
LIBRARY
62' - 0"
22'-0" - ROOF ACCESS SHALL BE PROVIDED INTERNALLY, UNLESS
MASONRY VENEER STONE VENEER
(ACME COLOR 1) (ECHELON CORDOVA STONE) OTHERWISE PERMITTED BY THE CHIEF BUILDING OFFICIAL
LEVEL 2
STONE VENEER CONT. BELT COURSE
14'-0"
(ECHELON CORDOVA STONE)
197' - 4"
1" INSULATED LOW-E VISION GLASS EAST ELEVATION MATERIALS AREA PERCENT
16' - 0"
IN DARK BRONZE ALUMINUM FRAME 02 01
MASONRY VENEER STOREFRONT SYSTEM (TYP) 3 STORY
(ACME COLOR 2) MIDDLE MASONRY 5738.3 SF 73%
GRADE / LEVEL 1 GRADE / LEVEL 1 SCHOOL
COMPOSITE METAL PANELS, 479 SF 6%
100' - 0"
0'-0" 0'-0"
49' - 4"
METAL COPING, HM DOORS,
METAL LOUVERS
SOUTH ELEVATION (FRONT)
04 1/16" = 1'-0"
GLAZING 1648 SF 21%
28' - 0"
TOTAL: 7865.3 SF 100%
15' - 0"
SOUTH ELEVATION MATERIALS AREA PERCENT
T.O. STAIR TOWER MASONRY 4225.7 SF 73.4%
TOP OF GABLE PARAPET 64' - 2" 24' - 0" 35' - 4" 17' - 0"
55'-0"
54'-1"
DARK BRONZE ALUMINUM COMPOSITE COMPOSITE METAL PANELS, 301.8 SF 5.2%
PANEL SYSYEM (ALUCABOND OR SIM) DARK BRONZE METAL COPING 9' - 0" METAL COPING, HM DOORS,
METAL LOUVERS
ICC-500 RATED LOUVER DARK BRONZE PRE-ENGINEERED ALUM. 04
STONE VENEER (RUSKIN XP500WD) CANOPY GLAZING 1229.2 SF 21.4%
(ECHELON CORDOVA STONE) PAINTED TO MATCH BRICK
1" INSULATED LOW-E VISION GLASS IN
DARK BRONZE ALUMINUM FRAME
STACKED STOREFRONT SYSTEM (TYP)
KEY PLAN TOTAL: 5756.8 SF 100%
1" = 50'-0" NORTH ELEVATION MATERIALS AREA PERCENT
LEVEL 3 STONE VENEER HEAD
28'-0" (ECHELON CORDOVA STONE) MASONRY 4753.6 SF 82.9%
DARK BRONZE ALUMINUM COMPOSITE T.O. LIBRARY PARAPET
PANEL SYSYEM (ALUCABOND OR SIM) 22'-0" COMPOSITE METAL PANELS, 264.9 SF 4.6%
MASONRY VENEER METAL COPING, HM DOORS,
(ACME COLOR 1) METAL LOUVERS
LEVEL 2
STONE VENEER CONT. BELT COURSE
14'-0"
(ECHELON CORDOVA STONE) GLAZING 716.3 SF 12.5%
TCA MIDDLE SCHOOL
1" INSULATED LOW-E VISION GLASS IN
DARK BRONZE ALUMINUM FRAME
STOREFRONT SYSTEM (TYP) MASONRY VENEER
TOTAL: 5734.7 SF 100%
(ACME COLOR 2)
GRADE / LEVEL 1 GRADE / LEVEL 1 WEST ELEVATION MATERIALS AREA PERCENT
0'-0" 0'-0"
MASONRY 6494.8 SF 85.4%
NORTH ELEVATION COMPOSITE METAL PANELS, 319 SF 4.2%
03 METAL COPING, HM DOORS,
METAL LOUVERS
ADDISON, TX 75001
1/16" = 1'-0"
17001 ADDISON RD
MECHANICAL UNITS (DASHED) DARK BRONZE ALUMINUM GLAZING 788.2 SF 10.4%
LOCATED IN WELL. COMPLETY COMPOSITE PANEL SYSYEM
SCREENED FROM VIEW BEYOND (ALUCABOND OR SIM) TOTAL: 7565.5 SF 100%
T.O. STAIR TOWER
TOP OF GABLE PARAPET
55'-0"
54'-1"
COMPOSITE SHINGLE ROOF TOTAL ELEVATION MATERIALS AREA PERCENT
(50 YEAR LIFE MIN)
MASONRY 21212.4 SF 78.7%
DARK BRONZE METAL GUTTER, COMPOSITE METAL PANELS, 1364.8 SF 5%
DARK BRONZE METAL COPING DOWNSPOUT, AND FASCIA METAL COPING, HM DOORS,
METAL LOUVERS
GROUND MOUNTED CONDENSING UNITS T.O. ENTRY PARAPET
TO BE FULLY SCREENED FROM PUBLIC 30'-6" GLAZING 4381.6 SF 16.3%
VIEW BY VEGITATION. REF LANDSCAPE
LEVEL 3 TOTAL: 26841.6 SF 100%
T.O. LIBRARY PARAPET 28'-0"
22'-0" STONE VENEER
MASONRY VENEER (ECHELON CORDOVA STONE)
(ACME COLOR 1)
LEVEL 2
STONE VENEER CONT. BELT COURSE
14'-0"
(ECHELON CORDOVA STONE)
1" INSULATED LOW-E VISION
DARK BRONZE PRE-ENGINEERED GLASS IN DARK BRONZE
ALUM. CANOPY ALUMINUM FRAME
STOREFRONT SYSTEM (TYP)
GRADE / LEVEL 1 GRADE / LEVEL 1
0 10 20 40 Feet
0'-0" 0'-0"
MASONRY VENEER ICC 500 RATED METAL DOOR.
(ACME COLOR 2) PAINTED TO MATCH BRICK (TYP)
CURRENT ZONING: PD016-040
WEST ELEVATION TOWN PROJECT #: 1824-Z
02 1/16" = 1'-0"
No. Date Revision
DARK BRONZE ALUMINUM COMPOSITE
PANEL SYSYEM (ALUCABOND OR SIM)
MECHANICAL UNITS (DASHED)
LOCATED IN WELL. COMPLETY
COMPOSITE SHINGLE ROOF
(50 YEAR LIFE MIN)
TRINITY CHRISTIAN ACADEMY
SCREENED FROM VIEW
T.O. STAIR TOWER
55'-0"
TOP OF GABLE PARAPET
54'-1"
MIDDLE SCHOOL THIS DOCUMENT IS
NOT FOR
REGULATORY
STONE VENEER
(ECHELON CORDOVA STONE)
DARK BRONZE METAL COPING
DARK BRONZE METAL GUTTER,
FACADE PLAN GFF APPROVAL,
DOWNSPOUT, AND FASCIA
FOR Drawn By PERMITTING OR
1" INSULATED LOW-E VISION CONSTRUCTION.
MASONRY VENEER
(ACME COLOR 1)
GLASS IN DARK BRONZE
ALUMINUM FRAME STACKED
STOREFRONT SYSTEM (TYP)
2.32 ACRES OF JMR
Reviewed Jeremy M. Roehr, AIA
T.O. ENTRY PARAPET
28'-0"
DARK BRONZE ALUMINUM
COMPOSITE PANEL SYSYEM LOT 15, BLOCK 1B 03/08/2021
(ALUCABOND OR SIM)
LEVEL 3
28'-0"
T.O. LIBRARY PARAPET
22'-0"
CARROLL ESTATES
MASONRY VENEER
(ACME COLOR 1) 19.3 ACRES FACADE PLAN
LEVEL 2
14'-0"
STONE VENEER CONT. BELT SITUATED IN THE ELI SHEPERD AND LEVI NOBES SURVEYS
COURSE (ECHELON CORDOVA
STONE) ABSTRACT NO. 1361 AND 1098
DARK BRONZE PRE-ENGINEERED TOWN OF ADDISON, DALLAS COUNTY, TEXAS
ALUM. CANOPY
GRADE / LEVEL 1 GRADE / LEVEL 1 DATE: MARCH 08, 2021 Project No.
0'-0"
1" INSULATED LOW-E VISION GLASS IN DARK DARK BRONZE ALUMINUM MASONRY VENEER HM DOOR, PAINTED TO MASONRY VENEER
0'-0" 20099.00
BRONZE ALUMINUM FRAME STACKED COMPOSITE PANEL SYSYEM (ACME COLOR 2) MATCH STOREFRONT (ACME COLOR 2)
STOREFRONT SYSTEM (TYP) (ALUCABOND OR SIM) DEVELOPER: ARCHITECT: CIVIL ENGINEER: Date 03/08/2021
CBRE GFF ARCHITECTS KIMLEY-HORN AND ASSOCIATES, INC.
EAST ELEVATION 2100 McKinney Avenue, Suite 700 2808 Fairmont Street, Suite 300 13455 Noel Road, Two Galleria Office Tower, Suite
01 1/16" = 1'-0"
Dallas, TX 75201
Tel. No. 214-707-3233
Contact: Bill Pitts
Dallas, Texas 75201
Tel. No. 214-303-1500
Contact: Jeremy Roehr, AIA
700 Dallas, Texas 75240
Tel. No. 972-770-1300
Contact: Jeffery W. Dolian, P.E. A3
© Copyright 2019
Scale: 1" = 30'-0"
0 15 30 60 Feet
X X X X X X
8493 VICINITY MAP N.T.S.
8494
X
MD 4.40
8495
X
8496
8497
X
8498 658.90
HI
8499 NORTH SITE
X
FUTURE PHASE 2
8500
AREA 87357
87356
X
87358
87359
X
X
87352 87355
87351 87354 LANDSCAPE LEGEND
X
X
87288 87353
PROPOSED CANOPY TREE
X
X
FUTURE PHASE 2 (8" CAL. MIN. 14'-16' TALL)
AREA
X
X X X X
TBD
EXISTING TREE TO BE PRESERVED
100
X
X
PROPOSED
CONDENSING UNITS TBD
BLEACHERS LOCATION TBD
X
X
EXISTING TREE TO BE REMOVED
X
PROPOSED
87283 TRANSFORMER EVERGREEN SCREENING SHRUB
87282 LOCATION PLANTING AREA (36" HT. AT TIME OF
X
PLANTING. 5 GAL MIN. FULL BODIED)
TCA MIDDLE SCHOOL
PROPOSED
673.23
87289
HI
87281
BUILDING
87290
87287 PROPOSED LANDSCAPE SITE AREA
87286
CONCRETE WALK
17001 ADDISON ROAD
87274 87299
ADDISON, TX 75001
87284 87273 87300 PROPERTY LINE
87278
X
87285 87272 87298
87277
87276 87264 87271 87297 IRRIGATION NOTES
X
87265 87270 87296 EXISTING GYM · ALL LANDSCAPE AREAS WILL BE IRRIGATED BY A FULLY AUTOMATIC IRRIGATION
87275 SYSTEM. A PERMANENT DRAINAGE WILL BE INSTALLED THAT COMPLIES WITH
87295 BUILDING INDUSTRY STANDARDS.
87279 87266 87269
87268 87294
87280
87293 SOIL NOTES
87267
· EACH LARGE TREE WILL BE INSTALLED WITH A MINIMUM SOIL DEPTH OF 40
INCHES (25sf OF SURFACE AREA = 83.25cuft.)
· EACH LARGE SHRUB OR SMALL TREE WILL BE INSTALLED WITH A MINIMUM DEPTH
X X OF 30 INCHES (25sf OF SURFACE AREA = 62.5cuft.)
TREE MITIGATION NOTES
X
X
X
NEW COVERED WALKWAY CANOPY · ALL EXISTING SHADE TREES 4" CALIPER INCHES AND GREATER OR ORNAMENTAL
87261
X
TREES 212 - 3" OR GREATER TO BE MITIGATED IN ACCORDANCE WITH ADDISON
CODE OF ORDINANCES TREE MITIGATION REQUIREMENTS. ANY RETAINED TREE
87262 THAT DIES OR IS IRREPARABLY DAMAGED MUST BE REPLACED WITH ONE TREE
OF A SPECIES TYPE APPROVED BY THE BUILDING OFFICIAL.
87260 EXISTING · MINIMUM SIZE REPLACEMENT IS 4" CALIPER FOR 8" CALIPER OR SMALLER TREE
AUDITORIUM TO BE MITIGATED. TREES LARGER THAN 8" CALIPER REQUIRE A MINIMUM 8"
87263 CALIPER TREE TO BE PLANTED FOR MITIGATION.
87253
87259
87258
87252 87231 PLANTING LOCATION NOTES
87251 87230
87257 · TREES CAN BE ADJUSTED OR REMOVED BEYOND LOCATIONS SHOWN ON THIS
87292 87232 PLAN WITH THE APPROVAL OF THE BUILDING OFFICIAL IN THE EVENT EXISTING
8487 OR PROPOSED UTILITIES OF ANY KIND, TRANSFORMERS, OR GRADE ISSUES
87291 87244 CAUSE SUCH LOCATIONS TO BE DETRIMENTAL TO THE TREES LONG TERM
GROWTH AND WELFARE.
X
87256 87250 87243
EXISTING ATHLETIC 87255 87234 87242 CURRENT ZONING: PD016-040
X
BUILDING TOWN PROJECT #: 1824-Z
87254 87249
87233
EXISTING
X
No. Date Revision
PARKING 87235
87248
X
NEW TRINITY CHRISTIAN ACADEMY THIS DOCUMENT IS
8488 ENTRY NOT FOR
87236 REGULATORY
8491 DRIVE APPROVAL,
87247
8489
87246
LANDSCAPE PLAN CAC
Drawn
PERMITTING, OR
CONSTRUCTION.
8490 87237 FOR
87245 MARK S. BOWLES
MSB
8492
87238
87239
EXISTING
PARKING 87241 APPROX. 2.5 ACRES OF Approved TEXAS LIC NO. 2767
03/08/2021
87240 LOT 15, BLOCK 1B
CARROLL ESTATES
PM-W S
19.3 ACRES LANDSCAPE
SITUATED IN THE ELI SHEPERD AND LEVI NOBES SURVEYS PLAN
ABSTRACT NO. 1361 AND 1098
SOJOURN DRIVE TOWN OF ADDISON, DALLAS COUNTY, TEXAS
DATE: MARCH 08, 2021 Project No. 20099.00
Date 03.08.2021
DEVELOPER: ARCHITECT: CIVIL ENGINEER:
CBRE GFF ARCHITECTS KIMLEY-HORN AND ASSOCIATES, INC.
2100 McKinney Avenue, Suite 700 2808 Fairmont Street, Suite 300 13455 Noel Road, Two Galleria Office Tower, Suite 700
Dallas, TX 75201
Tel. No. 214-707-3233
Contact: Bill Pitts
Dallas, Texas 75201
Tel. No. 214-303-1500
Contact: Jeremy Roehr, AIA
Dallas, Texas 75240
Tel. No. 972-770-1300
Contact: Jeffery W. Dolian, P.E.
LS-100
TREE MITIGATION NOTES: PLANTING AS SPECIFIED
1. ONLY STAKE TREES THAT ARE NOT CAPABLE OF STANDING UPRIGHT ON PLANTING PLANS
WITHOUT FALLING OR LEANING.
2. USE (3) TREE STABILIZER TREE TUBES PER TREE. PLACE +/- 120
DEGREES APART.
3. INSTALL INSPECTION TUBE CAPS AND TREE TIES PER
MANUFACTURER'S SPECIFICATIONS.
4. REF. PLANTING NOTES FOR MORE INFORMATION.
TOP OF ROOTBALL TO BE
ROOTBALL- REMOVE ALL ROPES,
2" ABOVE FINISHED GRADE
WIRES AND CONTAINERS PRIOR
TO PLANTING (IF BALLED & TREE BACKFILL MIX REF.
PLANTING NOTES
BURLAP, REMOVE TOP 31 OF
BURLAP PRIOR TO PLANTING) SCARIFY EDGE OF TREE NOTE: THIS SPACING DIAGRAM REFERS TO ALL
3" MULCH LAYER-HARDWOOD PIT-NO SMOOTH OR SHRUB, ORNAMENTAL GRASS, GROUNDCOVER,
MULCH COMPACTED SURFACES PERENNIAL AND SEASONAL COLOR PLANTINGS
UNLESS OTHERWISE NOTED.
3" HIGH WATER RETENTION BASIN TREE STAKE (REF.
INSPECT TUBE-4: DIA. CUT 1' ABOVE MANUFACTURER) 01 DETAIL: TYPICAL TRIANGULAR SPACING
FINISHED GRADE AND CAP W/ 4: DIA. SCALE: 1/2"= 1'-0"
DRAIN GRATE COVER. COMPACTED
SOIL/PLANTING MIX
EXCAVATE TREE PIT 2 TIMES UNDISTURBED
ROOTBALL DIAMETER PLANT MATERIAL PER
SUBGRADE
PLANS/ SCHEDULE
UNDISTURBED SUBGRADE ROOTBALL-SET FLUSH W/
GRADE AS SHOWN
3" MULCH LAYER-HARDWOOD
MULCH
PLANTING MIX TILLED WITH
04 DETAIL: TYPICAL TREE PLANTING EXISTING SOIL TO MIN 6" MIN.
SCALE: 1/2"= 1'-0" DEPTH-REF. LANDSCAPE NOTES
UNDISTURBED SUBGRADE
TCA MIDDLE SCHOOL
NOTE: THIS DETAIL REFERS TO ALL GROUNDCOVER,
PERENNIAL, AND SEASONAL COLOR PLANTINGS
UNLESS OTHERWISE NOTED.
02 DETAIL: TYPICAL GROUND COVER PLANTING
17001 ADDISON ROAD
SCALE: 1/2"= 1'-0"
ADDISON, TX 75001
14'-0" MIN. CLEARANCE PLANT MATERIAL PER
PLANS. SCHEDULE
8'-0" MIN. ROOTBALL-SET FLUSH W/
CLEARANCE GRADE AS SHOWN
3" MULCH LAYER-HARDWOOD
MULCH
PARKING / DRIVEWAY SIDEWALK PLANTING MIX TILLED WITH
VARIES, SEE PLAN VARIES, SEE PLAN EXISTING SOIL TO MIN 6" MIN.
NOTE: DEPTH-REF. LANDSCAPE NOTES
A MINIMUM BRANCH CLEARANCE OF 14 FEET UNDISTURBED SUBGRADE
ABOVE PARKING LOT/DRIVE LANES (16 FEET MINIMUM BRANCH
ABOVE FIRE LANES) MUST BE MAINTAINED. CLEARANCE AREA
05 DETAIL: TREE BRANCH CLEARANCE
SCALE: 1/4"= 1'-0"
NOTE: THIS DETAIL REFERS TO ALL SHRUB
AND ORNAMENTAL GRASS PLANTINGS
UNLESS OTHERWISE NOTED.
03 DETAIL: TYPICAL SHRUB PLANTING
SCALE: 1/2"= 1'-0"
LANDSCAPE CALCULATIONS
CURRENT ZONING: PD016-040
TOWN PROJECT #: 1824-Z
TREE REPLACEMENT LAWN AREA (UNLESS No. Date Revision
CALIPER INCHES CALIPER INCHES CALIPER INCHES CALIPER INCHES OTHERWISE NOTED)
PRESERVED REMOVED PROVIDED REMAINING*
GALVANIZED STEEL TRINITY CHRISTIAN ACADEMY THIS DOCUMENT IS
NOT FOR
1169.8 369.9 80 289.9 EDGING, AS SPECIFIED REGULATORY
FINISHED GRADE APPROVAL,
*IF TREES CAN NOT BE MITIGATED ON THE SITE A PAYMENT MUST BE MADE TO THE ADDISON
ARBOR FOUNDATION SO TREES CAN BE REPLANTED IN TOWN.
3" HARDWOOD MULCH
LANDSCAPE DETAILS CAC
Drawn
PERMITTING, OR
CONSTRUCTION.
FOR
PLANTING SCHEDULE METAL STAKE MSB MARK S. BOWLES
PREPARED PLANTING BED APPROX. 2.5 ACRES OF Approved TEXAS LIC NO. 2767
AS SPECIFIED 03/08/2021
UNDISTURBED SUBGRADE LOT 15, BLOCK 1B
CARROLL ESTATES LANDSCAPE
19.3 ACRES CALCULATIONS
SITUATED IN THE ELI SHEPERD AND LEVI NOBES SURVEYS
AND DETAILS
ABSTRACT NO. 1361 AND 1098
TOWN OF ADDISON, DALLAS COUNTY, TEXAS
DATE: MARCH 08, 2021 Project No. 20099.00
06 DETAIL: STEEL EDGING Date 03.08.2021
SCALE: 1/2"= 1'-0"
DEVELOPER: ARCHITECT: CIVIL ENGINEER:
CBRE GFF ARCHITECTS KIMLEY-HORN AND ASSOCIATES, INC.
2100 McKinney Avenue, Suite 700 2808 Fairmont Street, Suite 300 13455 Noel Road, Two Galleria Office Tower, Suite 700
Dallas, TX 75201
Tel. No. 214-707-3233
Contact: Bill Pitts
Dallas, Texas 75201
Tel. No. 214-303-1500
Contact: Jeremy Roehr, AIA
Dallas, Texas 75240
Tel. No. 972-770-1300
Contact: Jeffery W. Dolian, P.E.
LS-101
BY
FLOOD STATEMENT
NORTH
DATE
SD
FLOOD STATEMENT: According to flood map 48113C0180K, effective July 7, SD
F0
2014 of the Flood Insurance Rate Map of Collin County, Texas, Federal W
Emergency Management Agency, Federal Insurance Administration, this PRIVATE WATER LINE SD
OH
CONCRETE OHE
1
OHE OHE OHE OHE SD
W
SD
property is in Zone X. W
E
W W W W W OHE OHE
E
H
O X X
WALL X
SD SD SD SD SD SD
SD SD SD SD SD
PR SD
TROJAN REAL PROPERTIES, INC.
REVISIONS
OHE
PROP. STORM (PRIVATE) )
O
(P P.
SD
A TE
TREE NOTE SD
RI S P RIV
X
VA TO M(
W
SD
SD R
MD 4.40
W
TE RM 1":30' SCALE ON 22"X34"
REFERENCE LANDSCAPE PLANS FOR TO
SD
) SD . S
OH
PROTECTED TREES.
E
W
OP
OH
PR
E
PROP. STORM (PRIVATE)
SD1
VICINITY MAP
No.
N.T.S.
TRACK
TOWN OF ADDISON
OHE
FUTURE 658.90
HI
SITE PLAN NOTES ADDITION
X
W
SD
W
PRIVATE 8" WATER LINE
TOLLWAY
SD
W
1. ANY REVISION TO THIS PLAN WILL REQUIRE TOWN
OHE
APPROVAL AND WILL REQUIRE REVISIONS TO ANY ADDISON Bent Tree
CITY WAY Country Club
CORRESPONDING PLANS TO AVOID CONFLICTS BETWEEN LIMIT POINT
PLANS.
KNOLL
SOJOURN
2. OPEN STORAGE, WHERE PERMITTED, SHALL BE
KANSAS REGISTERED ENGINEERING FIRM E-480
OHE
SCREENED IN ACCORDANCE WITH THE ZONING
13455 NOEL ROAD, SUITE 700, DALLAS, TEXAS
W
MIDWAY
PROP.
W
SD
ORDINANCE.
PHONE: 972-770-1300 FAX: 972-239-3820
UNDERGROUND
SD
3. BUILDINGS WITH AND AGGREGATE SUM OF 5,000 SQUARE
W
NORTH
FEET OR GREATER ON A LOT SHALL HAVE AUTOMATIC
DETENTION
EXCEL
OHE
FIRE SPRINKLERS INSTALLED THROUGHOUT ALL
X
STRUCTURES. ALTERNATIVE FIRE PROTECTION
MEASURES MAY BE APPROVED BY THE FIRE DEPARTMENT.
E 6" DOMESTIC
PROP. WYE
PRIVATE 3" WATER LINE
4. ALL SIGNAGE IS SUBJECT TO TOWN APPROVAL. WATER SERVICE
INLET SUNBELT
W
X
W
5. ALL FENCES AND RETAINING WALLS SHALL BE SHOWN ON PROP. WYE
ADDISON
SD
THE SITE PLAN AND ARE SUBJECT TO BUILDING WESTGROVE
W
INLET
INSPECTION DIVISION APPROVAL.
PRIVATE 3" WATER LINE
8" FIRE SERVICE ADDISON
6. THIS PLAN CONFORMS WITH DESIGN STANDARDS FUTURE
E
AIRPORT
OH
W W W
ADDITION
X
25'
W W W
INCLUDED IN THE TOWN OF ADDISON TRANSPORTATION W W
W
PLAN, WATER SYSTEM REQUIREMENTS, WASTEWATER EX. FIRE LANE EX. FIRE HYDRANT
SYSTEM REQUIREMENTS, AND DRAINAGE CRITERIA
EX. RETAINING
WALL TO REMAIN TO REMAIN TO REMAIN
W
MANUAL
LEGEND
W
G
'
0.0
W
W
E
W
R2
OH X X
PROPOSED PROPERTY LINE
PROP. STORM (PRIVATE)
MD
X
W
FL FL PROPOSED FIRELANE
NOTES
X
PROP. 3" WATERLINE (PRIVATE)
W W W W W W W W W
HE PRIVATE 3" PVC
24.0'
O PROPOSED EASEMENT LINE
WATER LINE W
W
1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED
SD
W
W
OTHERWISE. 686 PROPOSED CONTOUR LINE
W
2. ALL PROPSED RADII ARE 2' UNLESS NOTED OTHERWISE. 28 W
3. ALL PROPOSED DRIVE AISLE RADII ARE A MINIMUM OF 15'. SD .5 686 EXISTING CONTOUR LINE
' W
W
X
4. HANDICAP PARKING IS PROVIDED IN ACCORDANCE WITH PROPOSED MIDDLE SCHOOL BUILDING HE W W
ADA STANDARDS. PROP. WYE O
45,180 GSF PROPOSED WATER LINE
W
5. PROPOSED FIRE LANES SHALL BE PROVIDED IN INLET MAX HEIGHT = 55'
W T
PROP. FIRE 176.3'
W
ACCORDANCE WITH ADDISON REQUIREMENTS AND SHALL MIN. FFE = ±652.0
HYDRANT PROPOSED SANITARY SEWER LINE
W
HAVE A MIN. INSIDE TURNING RADIUS OF 20'.
OHE
W
BENCH(2)
673.23
HI
W
6. ALL SCREENING WILL BE PROVIDED IN ACCORDANCE E E
IN OH SD PROPOSED STORM SEWER LINE
SD
E
WITH ADDISON REQUIREMENTS.
RL R LIN
E
7. NO FLOODPLAIN EXISTS ON THIS SITE. W D ATE
W
W
PO ATE 8 "W W EXISTING WATER LINE
D TE
EA OC PRI
VA
PROP. RH REOLHE
OHO
SITE DATA TABLE
W
E SS EXISTING SANITARY SEWER LINE
TRANSFORMER V E
EHE
.O B
EX TO
W
W
EXISTING OVERHEAD ELECTRIC LINE
W W
W
OHE
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER
PROP. EX. PAVING TO
SD
SD
W
BOLLARDS (TYP.) HE BE REMOVED
PRIVATE 3" WATER LINE
O OHE OHE UGE EXISTING UNDERGROUND ELECTRIC LINE
10.0'
PROP. FDC PROP. FIRE
W
X
HYDRANT EX. RETAINING
PROP. STORM (PRIVATE)
PROP. PROPOSED FIRE HYDRANT
SS
W W
WALL TO REMAIN
OHE
WHEELSTOP
DATE: MARCH 8, 2021
AS SHOWN
HMB
JAD
TCP
W
OH
(TYP) EXISTING FIRE HYDRANT
OHE
E
9.0' 9.0'
SD
SD
W
E
EXISTING WATER VALVE
W
DESIGNED BY:
CHECKED BY:
PROJECT No.
PROP. STORM (PRIVATE)
W
DRAWN BY:
S PROPOSED SANITARY SEWER MANHOLE
064510801
5.0'
101.8'
SCALE:
EX. RETAINING
11.0'
W
WALLS TO REMAIN
S EXISTING SANITARY SEWER MANHOLE
E
H
O
5.0'
W
W
24'
SD
W
PROPOSED STORM SEWER MANHOLE
SD
RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
SD
W
8.0'
E
X
SD EXISTING STORM SEWER MANHOLE
TRINITY CHRISTIAN
E
SS
BARRIER FREE RAMP (BFR)
TRACK
W
PROP. 24' FIRE LANE
PRIVATE 3" PVC WATERWLINE
X
X
CO CO
EX. EXISTING
SD SD
UG PROP. FIRE
15'
10'
E
W
W
SERVICE VAULT
ADDISON, TEXAS 75001
PROP. PROPOSED
17001 ADDISON ROAD,
W
R30.0
ACADEMY
W W 35' W 233'
GR UG PROP. 6" FIRE LINE 1 TYP. TYPICAL
SD1
E
SD
SD1
(PRIVATE) W W CO
CO
1
SD
24'
UG PROP. CURB
W
W
W
E
R44.0'
GR
61.5'
SS
R20.0
'
0.0
SD1
R2
W
W
W
CO
SD1SD1
O
HE
\\DALFP02\TX_DAL2\DAL_CIVIL\064577700 - TCA MIDDLE SCHOOL\4_DESIGN\CAD\PLANSHEETS\C-PRELIM-SITE.DWG
SD1
SD1
EX. RETAINING
X
SS
CO
WALL TO
REMAIN
O
HE FP(3) CURRENT ZONING: PD016-040
W
W
W
SS
TOWN PROJECT #: 1824-Z
WATERLINE (PRIVATE)
PRIVATE 8" WATER LINE
GR OHE
PROP. 4" DOMESTIC
XREF x-22x34 - XREF xSite - XREF xSurv - XREF xRecord - XREF xUtil - XREF xExisting - XREF xSD
X
PROP. 8" SSWR
TRINITY CHRISTIAN ACADEMY
W
(PRIVATE)
W
ONE 12.1'
ONE
58°
WAY WAY
SITE PLAN
SS
HCPS
HCPS
HCPS
SITE PLAN
R2.0'
SS
PROP. 20'x17.5' PROP. CURB EX. PARKING SPACES
FOR
W
W
WATER EASEMENT PROP. TO BE REMOVED
BOLLARDS (TYP.) EX. DRIVEWAY
678.08
HI
R54.3'
TO BE
REMOVED
R2.0'
APPROX. 2.5 ACRES OF
16.4'
24'
R30.3'
PROP. CURB
LOT 15, BLOCK 1B
W
EX. 10" CITY
© 2020 KIMLEY-HORN AND ASSOCIATES, INC.
SS SS SS
S
SS
13.9'
SS SS SS SS SS SS SS SS
WW
SSWR MAIN R20.0'
CARROLL ESTATES
W
W T R20.0'
R12.5' R9.5'
PLOTTED BY PHILLIPS, TESSA 3/8/2021 7:56 AM
63.5' 19.3 ACRES
EX. DRIVEWAY
SOJOURN DRIVE TO BE REBUILT
SITUATED IN THE ELI SHEPERD AND LEVI NOBES SURVEYS
ABSTRACT NO. 1361 AND 1098
W
W
(37' R.O.W.) TOWN OF ADDISON, DALLAS COUNTY, TEXAS
3/8/2021 7:50 AM
DATE: MARCH 8, 2021
W W W W W W W W W W
DEVELOPER: ARCHITECT: CIVIL ENGINEER:
W W W W W W W W W W W W W
PUBLIC 10" WATER LINE PUBLIC 10" WATER LINE
CBRE GFF ARCHITECTS KIMLEY-HORN AND ASSOCIATES, INC.
LAST SAVED
SHEET NUMBER
DWG NAME
2100 McKinney Avenue, Suite 700 2808 Fairmont Street, Suite 300 13455 Noel Road, Two Galleria Office Tower, Suite 700
IMAGES
Dallas, TX 75201 Dallas, Texas 75201 Dallas, Texas 75240
XREFS
Tel. No. 214-707-3233
Contact: Bill Pitts
Tel. No. 214-303-1500
Contact: Jeremy Roehr, AIA
Tel. No. 972-770-1300
Contact: Jeffery W. Dolian, P.E. C-101
BY
GUARD RAIL NORTH
DATE
TRACK
9 9
REVISIONS
1":30' SCALE ON 22"X34"
VICINITY MAP
No.
N.T.S.
C-1
EX. CURB INLET
Q100 = 6.65 CFS
TOLLWAY
ADDISON Bent Tree
CITY WAY Country Club
BM# 55 LIMIT POINT
KNOLL
SOJOURN
W
KANSAS REGISTERED ENGINEERING FIRM E-480
13455 NOEL ROAD, SUITE 700, DALLAS, TEXAS
CONCRETE
MIDWAY
X
PHONE: 972-770-1300 FAX: 972-239-3820
WALL X NORTH
B-1 EXCEL
INLET EX. CURB INLET
Q100 = 10.72 CFS
X
A-1 CONCRETE
PAVEMENT
EX. GRATE INLET SUNBELT
TRACK Q100 = 4.29 CFS
ADDISON
WESTGROVE
ADDISON
A-1 GRAVEL AIRPORT
1.1
4.29
COVERED
CONCRETE BLEACHERS
AREA
CONCRETE
PAVEMENT
INLET
BM# 53
METAL COLUMN
RETAINING WALL
X
1. RUNOFF CALCULATIONS BASED ON CURRENTLY PUBLISHED TOWN OF ADDISON
X
DRAINAGE CRITERIA MANUAL (APPROVED JULY 12, 2011).
GENERATOR
1.a. EXISTING STORM SEWER SIZE AND LOCATION BASED ON AVAILABLE
WALL
COVERED
AREA
ELEC.
B-1
NING
RECORD DRAWINGS OBTAINED FROM THE TOWN OF ADDISON.
RETAI
CONCRETE BLEACHERS
E 2.25 CONCRETE
PAVEMENT
X
10.72
PLANTER
X 2. EXISTING TOPOGRAPHY BASED ON NORTH TEXAS LiDAR DATA AND ON-GROUND
X
SWING SET TOPOGRAPHIC SURVEY.
RETAINING WALL
BLEACHERS
132.7' LEGEND
X
PROPOSED DRAINAGE AREA BOUNDARY
A/C PAD
T EXISTING STORM SEWER
X
BENCH(2)
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER
BRICK PAVERS
C
E - PROPOSED DRAINAGE AREA I.D. NUMBER
E - PROPOSED AREA (IN ACRES) X.X
E
BRICK PAVERS
- PROPOSED FLOW (IN CFS) X.X
DATE: MARCH 8, 2021
AS SHOWN
HMB
JAD
TCP
WOOD RAMP
X
RETAINING WALL
BR
IC
K
PA
VE
RS
DESIGNED BY:
CHECKED BY:
PROJECT No.
DRAWN BY:
E
064510801
RETAINING WALL
SCALE:
X
RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
X
SIGN
X X X
TRINITY CHRISTIAN
MAIL
E BOX
WOOD RAMP
TRACK E
PLANTER
BRICK PAVERS
X INLET
C-1
ADDISON, TEXAS 75001
17001 ADDISON ROAD,
0.81 WOOD DECK CONCRETE SIDEWALK
ACADEMY
RETAINING WALL
6.65
PLANTER
GAS
LINES
E
CONCRETE
PAVEMENT
\\DALFP02\TX_DAL2\DAL_CIVIL\064577700 - TCA MIDDLE SCHOOL\4_DESIGN\CAD\PLANSHEETS\C-PRELIM-EXDRAINAGE.DWG
D-1
0.82
G
648
R
CONCRETE SIDEWALK
TRACK
AV
EL
5.08
X
ALL
647
ING W
64
RETAIN
8
CURRENT ZONING: PD016-040
646
CONCRETE SIDEWALK
TOWN PROJECT #: 1824-Z
645
EXISTING DRAINAGE
CONCRETE
PAVEMENT
19
PLANTER
64
7
TRINITY CHRISTIAN ACADEMY
CONCRETE SIDEWALK
BM# 54
TV
T
S
CONCRETE SIDEWALK
EXISTING DRAINAGE AREA MAP
AREA MAP
SOJOURN DRIVE
SOJOURN DRIVE FOR
(37' R.O.W.) APPROX. 2.5 ACRES OF
XREF x-22x34 - XREF xDAM - XREF xSurv - XREF xRecord
FIBER OPTIC
VAULT LOT 15, BLOCK 1B
© 2020 KIMLEY-HORN AND ASSOCIATES, INC.
CARROLL ESTATES
PLOTTED BY PHILLIPS, TESSA 3/8/2021 7:58 AM
19.3 ACRES
SITUATED IN THE ELI SHEPERD AND LEVI NOBES SURVEYS
ABSTRACT NO. 1361 AND 1098
2/26/2021 9:35 AM
TOWN OF ADDISON, DALLAS COUNTY, TEXAS
DATE: MARCH 8, 2021
DEVELOPER: ARCHITECT: CIVIL ENGINEER:
CBRE GFF ARCHITECTS KIMLEY-HORN AND ASSOCIATES, INC.
LAST SAVED
SHEET NUMBER
DWG NAME
2100 McKinney Avenue, Suite 700 2808 Fairmont Street, Suite 300 13455 Noel Road, Two Galleria Office Tower, Suite 700
IMAGES
Dallas, TX 75201 Dallas, Texas 75201 Dallas, Texas 75240
XREFS
Tel. No. 214-707-3233
Contact: Bill Pitts
Tel. No. 214-303-1500
Contact: Jeremy Roehr, AIA
Tel. No. 972-770-1300
Contact: Jeffery W. Dolian, P.E. C-201
BY
NORTH
DATE
DESIGN POINT B
EX. CURB INLET DESIGN POINT C
DESIGN POINT A EX. CURB INLET
EX. WYE INLET
SD BM# 55
REVISIONS
SD
F0
W FOC1 W FOC1
FOC1
C1
W
SD
CONCRETE FO PROP. STORM LINE
A-2 1":30' SCALE ON 22"X34"
X
W
X
WALL 0.15
0.57
TROJAN REAL PROPERTIES, INC.
E
RM
LIN INST. NO. 20070460310 VICINITY MAP
No.
SD TO N.T.S.
W
S
P.
W
O
SD1
PR
X
W
PROPOSED 17001 Addison Road
PROP. STORM LINE
TOLLWAY
W
UNDERGROUND
PROP. STORM LINE
DETENTION LOCATION
APPROX 0.22 AC-FT) ADDISON Bent Tree
39.326 ACRES CITY
LIMIT
WAY Country Club
W
POINT
KNOLL
SOJOURN
W
A-1
FOC1
0.85 (1,713,019 SQ. FT.)
KANSAS REGISTERED ENGINEERING FIRM E-480
W
13455 NOEL ROAD, SUITE 700, DALLAS, TEXAS
MIDWAY
3.68
PHONE: 972-770-1300 FAX: 972-239-3820
W
64
NORTH
9
BM# 53
PROP. WYE EXCEL
INLET 65
W
0
X
E
W
X
W
SUNBELT
ADDISON
B-1 BYP
W
GENERATOR
WESTGROVE
0.79
ELEC.
PROP. WYE ADDISON
INLET
5.12 AIRPORT
E
W
651
X
G
FOC1W
X
X
W
W
LEGEND
PROP. STORM LINE
W W W W W
W
B-1
W
132.7' 1 DRAINAGE AREA NUMBER
1.48 Q=C*CA*I*A
X
W 1.00 Ac. ACREAGE Q=DESIGN DISCHARGE (CFS)
12.12
W W
W W W
C=RATIONAL METHOD RUNOFF
W
PROP. WYE
7.88 cfs 100-YEAR FLOW
W COEFFICIENT
INLET W
CA =RATIONAL METHOD
527 EXISTING CONTOUR ANTECEDENT PRECIPITATION
W FACTOR
527 PROPOSED CONTOUR I=RAINFALL INTENSITY
E (INCHES/HOUR)
W
E DRAINAGE DIVIDE A=DRAINAGE AREA (ACRES)
W
E
DIRECTION OF FLOW
PROPOSED WATER LINE
W
651
PROPOSED SANITARY SEWER LINE
650
PROP. STORM LINE
W
649
648
E E
SD PROPOSED STORM SEWER LINE
FFE ±652.0
647
W EXISTING WATER LINE
PROP. STORM LINE
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER
W
SS
W
SS EXISTING SANITARY SEWER LINE
W
E SIGN
E
E
EXISTING STORM SEWER LINE
DATE: MARCH 8, 2021
AS SHOWN
HMB
JAD
TCP
E CO CO
PROPOSED FIRE HYDRANT
W
1
E1
65
(D EXISTING FIRE HYDRANT
651 647
DESIGNED BY:
W
)
CHECKED BY:
CONCRETE SIDEWALK
PROJECT No.
GR 650 C-1
DRAWN BY:
CO
CO
EXISTING WATER VALVE
064510801
0.89
SD1
SCALE:
7.26 S PROPOSED SANITARY SEWER MANHOLE
SD1
SD1 SD1
E1
1
GAS
(D
SD
LINES
W
GR
E ) S EXISTING SANITARY SEWER MANHOLE
RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
SS
W
CO PROPOSED WYE AND CURB STORM INLETS
TRINITY CHRISTIAN
PROPOSED STORM JUNCTION BOX
CO
W
FP(3)
CONCRETE SIDEWALK
ADDISON, TEXAS 75001
X
17001 ADDISON ROAD,
W
ACADEMY
GR
D-2
SS
SS 0.39
1.92
W
CONCRETE SIDEWALK
647
D-1
645
PRIVATE 6" SSWR LINE
0.43
PRIVATE SSWR LINE
646
PRIVATE SSWR LINE
3.00
19
W
SS SS SS
SS SS SS
SS
SS SS SS SS
BM# 54
PUBLIC SSWR LINE
PUBLIC SSWR LINE CONCRETE SIDEWALK
W
CONCRETE SIDEWALK
K:\DAL_CIVIL\064577700 - TCA MIDDLE SCHOOL\4_DESIGN\CAD\PLANSHEETS\C-PRELIM-DRAINAGE.DWG
XREF xExisting - XREF xSite - XREF xSurv - XREF xUtil - XREF x-22x34 - XREF xRecord - XREF xSD - XREF xDAM
SOJOURN DRIVE CURRENT ZONING: PD016-040
SOJOURN DRIVE TOWN PROJECT #: 1824-Z
W
(37' R.O.W.)
NOTES TRINITY CHRISTIAN ACADEMY
DRAINAGE PLAN
1. UTILITY CONNECTIONS TERMINATE 5' FROM BUILDING ENVELOPE.
PRELIMINARY DRAINAGE PLAN
PRELIMINARY
2. THIS PLAN CONFORMS WITH DESIGN STANDARDS INCLUDED IN
THE TOWN OF ADDISON TRANSPORTATION PLAN, WATER SYSTEM
REQUIREMENTS, WASTE WATER SYSTEM REQUIREMENTS, AND
DRAINAGE CRITERIA MANUAL FOR
APPROX. 2.5 ACRES OF
LOT 15, BLOCK 1B
© 2020 KIMLEY-HORN AND ASSOCIATES, INC.
CARROLL ESTATES
PLOTTED BY PHILLIPS, TESSA 3/8/2021 7:59 AM
19.3 ACRES
SITUATED IN THE ELI SHEPERD AND LEVI NOBES SURVEYS
ABSTRACT NO. 1361 AND 1098
2/26/2021 9:35 AM
TOWN OF ADDISON, DALLAS COUNTY, TEXAS
DATE: MARCH 8, 2021
DEVELOPER: ARCHITECT: CIVIL ENGINEER:
CBRE GFF ARCHITECTS KIMLEY-HORN AND ASSOCIATES, INC.
LAST SAVED
SHEET NUMBER
DWG NAME
2100 McKinney Avenue, Suite 700 2808 Fairmont Street, Suite 300 13455 Noel Road, Two Galleria Office Tower, Suite 700
IMAGES
Dallas, TX 75201 Dallas, Texas 75201 Dallas, Texas 75240
XREFS
Tel. No. 214-707-3233
Contact: Bill Pitts
Tel. No. 214-303-1500
Contact: Jeremy Roehr, AIA
Tel. No. 972-770-1300
Contact: Jeffery W. Dolian, P.E. C-202
BY
NOTES
1. UTILITY CONNECTIONS TERMINATE 5' FROM BUILDING ENVELOPE.
SD
NORTH
DATE
2. THIS PLAN CONFORMS WITH DESIGN STANDARDS INCLUDED IN THE
TOWN OF ADDISON TRANSPORTATION PLAN, WATER SYSTEM SD CO(3)
T/FOC DUCT3
F0
REQUIREMENTS, WASTE WATER SYSTEM REQUIREMENTS, AND FOC1 FOC1
DRAINAGE CRITERIA MANUAL.
W
FOC1
FOC1 CO(3)
1
FOC1 SD E1
FL
PRIVATE WATER LINE
W
SD
SD
3. THE PROPOSED SITE IS WITHIN THE TOWN OF ADDISON WASTEWATER PROP. 3" WATERLINE
E1 (PRIVATE) E1 E1
CONCRETE TP
E1
SUBBASIN C. X X
X
TROJAN REAL PROPERTIES, INC.
SD SD SD SD SD SD
4. WALL
PROPOSED VALVES WILL BE INSTALLED PER THE TOWN OF ADDISON
E1
SD SD SD SD
PR SD FL 18" RCP=643.6±
REVISIONS
SD
STANDARDS IN MORE DETAIL DURING THE CIVIL CONSTRUCTION PROP. STORM LINE OP SD
.
INE
INST. NO. 20070460310
SD ST
REVIEW.
OR ML
X
5. THIS PLAN CONFORMS WITH DESIGN STANDARDS INCLUDED IN THE OR
W
M SD
MD 4.40
SD
W
CONNECT TO EX. WATER CONNECT TO EX. WATER LI ST 1":30' SCALE ON 22"X34"
TOWN OF ADDISON TRANSPORTATION PLAN, WATER SYSTEM
E1
SD P.
SD
N
W
INSTALL: INSTALL: E R O
REQUIREMENTS, WASTEWATER SYSTEM REQUIREMENTS, AND P
FL
1-3" WATERLINE 1-3" WATERLINE
DRAINAGE CRITERIA MANUAL
FOC1
SD1
VICINITY MAP
No.
N.T.S.
T/FOC DUCT3
FL
TRACK
PROP. STORM LINE
658.90
HI
FUTURE
ADDITION
X
W
W
SD
TOLLWAY
E1
W
SD
E1
PRIVATE 8" WATER LINE
T/FOC DUCT3
ADDISON Bent Tree
CITY WAY Country Club
LIMIT POINT
KNOLL
SOJOURN
ONE STORY
FL
KANSAS REGISTERED ENGINEERING FIRM E-480
TILT-WALL/STUCCO
13455 NOEL ROAD, SUITE 700, DALLAS, TEXAS
MIDWAY
FL 6" PVC=650.1±
W
W
CO
SD
PHONE: 972-770-1300 FAX: 972-239-3820
(9,388 sq. ft.)
W
FL
SD
NORTH
EXCEL
FOC1
X
E
PROP. 4" DOMESTIC PROP. GV SUNBELT
PRIVATE 3" WATER LINE
X
W
W
3 DUCT3
SERVICE
ADDISON
UNDERGROUND
SD
W
PROP. 6" FIRE WESTGROVE
FL
DETENTION
SERVICE
PROP. 6" FDC
FUTURE
EX. FH TO CO(3) ADDISON
WATERLINE
E1
REMAIN AIRPORT
T/FOC
ADDITION
PRIVATE 3" WATER LINE
X
FL
T/FOC DUCT
W
W
G
EXISTING 3"
W
X
PRESS BOX WATERLINE TO BE
REMOVED
X
FOC1
MD
FL
G1
E1 FL FL LEGEND
X
X
W W W W W
W W
PRIVATE 3" PVC WATER LINE
W W
PRIVATE 3" PVC PROPOSED PROPERTY LINE
BLEACHERS
FL
PROP. 3" WATERLINE (PRIVATE)
W
WATER LINE
W FL FL PROPOSED FIRELANE
CONNECT TO EX. WATER
SD
W
INSTALL: PROPOSED EASEMENT LINE
PROP. STORM LINE
FL W
INSTALL:
1-3" WATERLINE
SD
W
1-FH ASSEMBLY FL FL PROPOSED WATER LINE
X
CO
W
AND VALVE
W
E1 PROPOSED SANITARY SEWER LINE
FL W T
CUDCUTC3T3
UC3T3 T/FT/OFO
CD TMH SD PROPOSED STORM SEWER LINE
3
T/FO C DCT
CT
EXISTING 3" WATERLINE TO T/FO C DU
PRIVATE 3" PVC WATER LINE
BENCH(2)
G1
3 3
W EXISTING WATER LINE
673.23
CTCT
HI
DU
BE REMOVED T/FO C DU W
W
T/FO C DU
3 3 CO SS EXISTING SANITARY SEWER LINE
C
T/FO
C DU CTCT
C DU
SD
T/FOC DUCT3 T/FO
FO
INE
RL SD1 SD1 EXISTING STORM DRAIN
T/
TE
W
" WA
E1 T E8 WW1 WW1 EXISTING WASTE WATER LINE
PROP. TRANSFORMER IVA
PR
PR
W
EXISTING ELECTRIC (PRIVATE)
O
E1 E1
P.
T/FOC DUCT3
3"
INSTALL:
W
FOC1 FOC1 EXISTING FIBER OPTIC (SPECTRUM)
W
1-FH ASSEMBLY
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER
AT
SD
SD
EXISTING TELE & FIBER OPTIC DUCT (PRIVATE)
E
AND VALVE
W
T/FOC DUCT1
RL
FL E1
I NE
E1 T/FOC DUCT2 EXISTING TELE & FIBER OPTIC DUCT (CENTURYLINK)
PRIVATE 3" WATER LINE
(P
G1
X
RI
PROP. FFE EXISTING TELE & FIBER OPTIC DUCT (AT&T)
T/FOC DUCT3
FL
V AT
±652
SS
E1E
GYM
E)
DATE: MARCH 8, 2021
AS SHOWN
HMB
JAD
TCP
G1 G1 EXISTING GAS (PRIVATE)
W
PROP. STORM LINE
1
INSTALL: PROPOSED FIRE HYDRANT
SD
W
SD
E
1-REMOTE 5" FDC (STORZ SINGLE CONNECTION)
CONNECT TO EX. WATER ONE STORY
DESIGNED BY:
INSTALL:
CHECKED BY:
EXISTING FIRE HYDRANT
PROJECT No.
1-6" WATERLINE CONNECTION TO RISER ROOM
1-3" WATERLINE STUCCO
DRAWN BY:
064510801
(39,757 sq. ft.) EXISTING WATER VALVE
FL
PROP. STORM LINE
SCALE:
W
S PROPOSED SANITARY SEWER MANHOLE
FL
W
G1
SD
RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
W
SD
T/FOC DUCT3
S EXISTING SANITARY SEWER MANHOLE
E
X
BARRIER FREE RAMP (BFR)
TRINITY CHRISTIAN
E
SS
TRACK EX. EXISTING
W
X
CO CO
SD SD
X
FL 3" PVC=645.4± PROP. PROPOSED
W
PRIVATE 3" PVC WATER LINE
FLW
ADDISON, TEXAS 75001
17001 ADDISON ROAD,
E1 FL TYP. TYPICAL
ACADEMY
(D
) PROP. 6" FIRE LINE D1
SD1
SD1
GR
FL FL FL FL S
(PRIVATE) FL
CO
CO
1
PROP. 4" DOMESTIC S D
INSTALL:
WATERLINE (PRIVATE) 1-8" FIRE SERVICE
W
E1
W
(D 1-8" DOUBLE CHECK
) DETECTOR ASSEMBLY
FL FL
FL FL FL
GR
FL
AUDITORIUM
SS
FL
FL
SD1
CO
W
SD1SD1
G1 W
SD1
SD1
CO ATHLETIC BUILDING
SS
X
CO
FL
E1
ONE STORY
FP(3)
K:\DAL_CIVIL\064577700 - TCA MIDDLE SCHOOL\4_DESIGN\CAD\PLANSHEETS\C-PRELIM-UTILITY.DWG
GV CURRENT ZONING: PD016-040
W
FL
W
STUCCO GV TOWN PROJECT #: 1824-Z
SS
GR E1
FL
FL
(19,335 sq. ft.)
WATERLINE (PRIVATE)
PRIVATE 8" WATER LINE
PROP. 4" DOMESTIC
XREF x-22x34 - XREF xSite - XREF xSurv - XREF xUtil - XREF xExisting - XREF xRecord - XREF xSD
X
GV
G1
TRINITY CHRISTIAN ACADEMY
PROP. 8" SSWR
W
FL
(PRIVATE)
CO
PRELIMINARY UTILITY PLAN
PRELIMINARY
UTILITY PLAN
SS
FL
HCPS
HCPS
FL
FL
PRIVATE 6" SSWR LINE
PRIVATE SSWR LINE
SS
PRIVATE SSWR LINE
CONSTRUCT PROP. 4' MH
W
1-8" SSWR LATERAL
FOR
PROP. 20'X17.5'
APPROX. 2.5 ACRES OF
678.08
HI
WATER EASEMENT
FL
G1 G1
G1 G1
G1 G1
G1
TMK SS MH md 8.89
FL
LOT 15, BLOCK 1B
W
SS
WW1
SS
EX. 10" CITY
SS
WW1
© 2020 KIMLEY-HORN AND ASSOCIATES, INC.
SS
SS SS SS
S WW1
SS
WW1
SS
WW1 WW PUBLIC SSWR LINE
CARROLL ESTATES
SS
WW1
SS
SS
PUBLIC SSWR LINE SSWR MAIN T/FOC DUCT1 T/FOC DUCT1
T/FOC DUCT1 T T/FOC DUCT1
W
TP
TMH
PLOTTED BY PHILLIPS, TESSA 3/8/2021 8:00 AM
INSTALL:
19.3 ACRES
1-4" WATER METER VAULT
SOJOURN DRIVE SITUATED IN THE ELI SHEPERD AND LEVI NOBES SURVEYS
ABSTRACT NO. 1361 AND 1098
W
(60' R.O.W.)
CONNECT TO EX. 10" WATER
TOWN OF ADDISON, DALLAS COUNTY, TEXAS
3/8/2021 7:52 AM
INSTALL:
1-4" DOMESTIC SERVICE
DATE: MARCH 8, 2021
TP W W W W W W W W W W W
DEVELOPER: ARCHITECT: CIVIL ENGINEER:
W W W W W
W W W W W
PUBLIC 10" WATER LINE
W W
PUBLIC 10" WATER LINE
CBRE GFF ARCHITECTS KIMLEY-HORN AND ASSOCIATES, INC.
LAST SAVED
SHEET NUMBER
DWG NAME
2100 McKinney Avenue, Suite 700 2808 Fairmont Street, Suite 300 13455 Noel Road, Two Galleria Office Tower, Suite 700
IMAGES
Dallas, TX 75201 Dallas, Texas 75201 Dallas, Texas 75240
XREFS
Tel. No. 214-707-3233
Contact: Bill Pitts
Tel. No. 214-303-1500
Contact: Jeremy Roehr, AIA
Tel. No. 972-770-1300
Contact: Jeffery W. Dolian, P.E. C-301
BY
DATE
F0
X X X
NORTH
TROJAN REAL PROPERTIES, INC.
REVISIONS
X
MD 4.40
VICINITY MAP
No.
N.T.S.
TRACK 658.90
HI
X
TOLLWAY
1":20' SCALE ON 22"X34"
ADDISON Bent Tree
CITY WAY Country Club
LIMIT POINT
KNOLL
SOJOURN
ONE STORY
KANSAS REGISTERED ENGINEERING FIRM E-480
13455 NOEL ROAD, SUITE 700, DALLAS, TEXAS
TILT-WALL/STUCCO
MIDWAY
PHONE: 972-770-1300 FAX: 972-239-3820
(9,388 sq. ft.) NORTH
EXCEL
X
SUNBELT
X
ADDISON
WESTGROVE
ADDISON
AIRPORT
X
204' HOSE
G
LAY EX. FIRE HYDRANT
PRESS BOX
0'
X X
0.
R2
MD
X
X
PRIVATE 3" PVC WATER LINE
24.0'
150' HOSE
LAY
LEGEND
0'
X
29 28.8'
6.
.0 PROPOSED FIRE HYDRANT
' 78.1'
47.5' COVERAGE
PRIVATE 3" PVC WATER LINE
FL FL PROPOSED FIRELANE
BENCH(2)
673.23
HI
PROPOSED FIRE HYDRANT
PROP. FIRE PROPOSED FIRE DEPARTMENT CONNECTION
HYDRANT
EX. EXISTING
PROP. PROPOSED
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER
10.0' 24.0' TYP. TYPICAL
PROP. FDC
X
PROP. FIRE
HYDRANT
GYM
DATE: MARCH 8, 2021
AS SHOWN
HMB
JAD
TCP
NOTES
1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED
ONE STORY
DESIGNED BY:
CHECKED BY:
OTHERWISE.
PROJECT No.
165' HOSE
STUCCO
DRAWN BY:
2. ALL PROPSED RADII ARE 2' UNLESS NOTED OTHERWISE.
LAY
064510801
3. ALL PROPOSED DRIVE AISLE RADII ARE A MINIMUM OF 20'.
(39,757 sq. ft.)
101.8'
SCALE:
4. HANDICAP PARKING IS PROVIDED IN ACCORDANCE WITH
ADA STANDARDS.
5. PROPOSED FIRE LANES SHALL BE PROVIDED IN
RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
ACCORDANCE WITH ADDISON REQUIREMENTS AND SHALL
150' HOSE
HAVE A MIN. INSIDE TURNING RADIUS OF 20'.
X LAY
6. ALL SCREENING WILL BE PROVIDED IN ACCORDANCE
TRINITY CHRISTIAN
WITH ADDISON REQUIREMENTS.
TRACK
X
X
CO CO
0'
0.
R3
ADDISON, TEXAS 75001
17001 ADDISON ROAD,
ACADEMY
CO
CO
24.0'
AUDITORIUM
R20
'
0
0.
.0'
R2
CO
ATHLETIC BUILDING
\\DALFP02\TX_DAL2\DAL_CIVIL\064577700 - TCA MIDDLE SCHOOL\4_DESIGN\CAD\PLANSHEETS\C-FIRE-ALT.DWG
X
CO
ONE STORY
STUCCO
CURRENT ZONING: PD016-040
(19,335 sq. ft.) X TOWN PROJECT #: 1824-Z
24.0'
TRINITY CHRISTIAN ACADEMY
XREF x-22x34 - XREF xSite - XREF xSurv - XREF xRecord - XREF xUtil - XREF xExisting
HCPS
HCPS
HCPS
FIRE PLAN
FIRE PLAN
678.08
FOR
HI
APPROX. 2.5 ACRES OF
R2 LOT 15, BLOCK 1B
'
0.0
0.
0'
© 2020 KIMLEY-HORN AND ASSOCIATES, INC.
R2
CARROLL ESTATES
PLOTTED BY PHILLIPS, TESSA 3/8/2021 8:02 AM
19.3 ACRES
SOJOURN DRIVE SITUATED IN THE ELI SHEPERD AND LEVI NOBES SURVEYS
ABSTRACT NO. 1361 AND 1098
(37' R.O.W.)
TOWN OF ADDISON, DALLAS COUNTY, TEXAS
3/5/2021 1:09 PM
DATE: MARCH 8, 2021
DEVELOPER: ARCHITECT: CIVIL ENGINEER:
CBRE GFF ARCHITECTS KIMLEY-HORN AND ASSOCIATES, INC.
LAST SAVED
SHEET NUMBER
DWG NAME
2100 McKinney Avenue, Suite 700 2808 Fairmont Street, Suite 300 13455 Noel Road, Two Galleria Office Tower, Suite 700
IMAGES
Dallas, TX 75201 Dallas, Texas 75201 Dallas, Texas 75240
XREFS
Tel. No. 214-707-3233
Contact: Bill Pitts
Tel. No. 214-303-1500
Contact: Jeremy Roehr, AIA
Tel. No. 972-770-1300
Contact: Jeffery W. Dolian, P.E. C-401You can also read
