Item 7C PlansDUMP5TER
MASONRY
BUILDING Y
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260 5. PEYTONVILLE AVE.
�l AORES
ZONING: OI
LOT: 2
AKARD ADDITION
LAND U5E : MEDIUM DEN51 TY RE51 DENTI AL
200 5. PEYTONVILLE AVE.
1.01 ACRES
ZONING: 01
LOT: 3002
EAVE5 WR 5URYEY A 500
LAND U5E : MEDIUM DEN51 TY RE51 DENT I AL
51 TE DATA 5UMMARY (f HART
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TOTAL
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EXI5TIN6 ZONING
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PROP05ED ZONING
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LAND USE DESIGNATION (LUD)
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68055 ACREAGE
2.Sa ACRE
0
125,875 5F
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NET ACREAGE (- RIGHT OF WAY)
2.87 ACRE
NET ACREAGE
125,042 SF
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TOTAL PROPOSED BUILDING AREA
24,800 5F
im
PERCENTAGE OF 51TE COVERAGE
20%
AREA OF LANDSCAPE
38;441 5F
N O
PERCENTAGE OF LAN05CAPE
50%
AREA OF IMPERVIOUS COVERAGE
86,601
PERCENTAGE OF IMPERVIOUS COVERAGE
10%
NUMBER OF 5TORIE5
21/2 5TORIE5 (ALLOWED)
1 (5HOWN)
MAXIMUM BUILDING HEIGHT
35 FEET(ALLOYW) 31'-1"
(5HOWN)
REQUIRED PARKING
BUILDING 'A' MEDICAL OFFICE
BUILDING 'B' MEDICAL OFFICE
BUILDING 'C' MEDICAL OFFICE
TOTAL REQUIRED
8,400 50. FT. / 187 =
8,400 50. FT. / 187 =
8,400 50. FT. / W =
45
45
45
135
PROP05ED PARKING SPACES
STANDARD 131
HANDICAP 6
TOTAL PAGES PROVIDED 137
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ELEVATION
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210 B. PEYTONVILLE
1.01 ACRES
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EAVES INK SURVET • •.
LAND UBE: MEDIUM DEN51TY RESIDENTIAL
240 - !t
IA I ACRZONINC-7: 01
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AKARD ADDITION
LAND USE: MEDIUM 17EN51TY RESIDENTIAL
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SITE PLAN ZA 11-014
FOR
AJLOUNI OFFICE COMPLEX'
210 S. PEYTONYILLE AVE.
CITY OF 5OLM AKE
TARRANT COUNTY, TEXAS 76042
OWNER: RAED/KHALDDUN AJLOUNI
100 MST SOUTHLAKE BLVD., SUITE 146
SOUTHLAKE, TEXAS
TFL: 817 251-4333
APPLICANT: R06ER (SKIP) SLAKE
1202 S. WHITE CHAPEL ROAD, SUITE A
SOUTHLAKE, TEXAS 16042
TEL: 811-488-4347
IAL BLAKE AR
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1202 S. White Chapel Road
Southlake, Texas 76092
'HITECTS
Suite A
817-488-9397
MSR. Oct, ZoiB
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1.01 ACRES
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EAVES INK SURVET • •.
LAND UBE: MEDIUM DEN51TY RESIDENTIAL
240 - !t
IA I ACRZONINC-7: 01
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AKARD ADDITION
LAND USE: MEDIUM 17EN51TY RESIDENTIAL
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SITE PLAN ZA 11-014
FOR
AJLOUNI OFFICE COMPLEX'
210 S. PEYTONYILLE AVE.
CITY OF 5OLM AKE
TARRANT COUNTY, TEXAS 76042
OWNER: RAED/KHALDDUN AJLOUNI
100 MST SOUTHLAKE BLVD., SUITE 146
SOUTHLAKE, TEXAS
TFL: 817 251-4333
APPLICANT: R06ER (SKIP) SLAKE
1202 S. WHITE CHAPEL ROAD, SUITE A
SOUTHLAKE, TEXAS 16042
TEL: 811-488-4347
IAL BLAKE AR
■
1202 S. White Chapel Road
Southlake, Texas 76092
'HITECTS
Suite A
817-488-9397
MSR. Oct, ZoiB
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BUILDING ELEVA7ION5
51 TE PLAN
G I TY OF 50UTHLAKE
APPROVED
SHEET - OF
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
APPROVED BY
PLANNER
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51 TE PLAN ZA I I-014
FOR
AJLOUNI OFFICE COMPLEX
210 S. PEYTONVILLE AVE.
CITY OF SOUTHLAKE
TARRANT COUNTY, TEXAS 760612
OY RAED/KHALDDUN AJLOUNI
100 'MST SOUTHLAKE BLVD., SUITE 146
SOUTHLAKE, TEXAS
TEL: 811-251-q5W
APPLICANT: R06M (SKIP) BLAKE
1202 S. WHITE CHAPEL ROAD, SUITE A
SOUTHLAKE,NA5'76M
TEL:81q't
JA&BLAKE ARCHI'TEC'TS
1202 S. White Chapel Road Suite A
Southlake, Texas 76092 817-488-9397
MARCH O5, 2018
SHEET .2 OF 5
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BUILDING ELEVATIONS
51 TE PLAN
C I TY OF SOUTHLAKE
APPROVED
SHEET - OF
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR ORDINANCES.
DEPARTHW OF DEVELOPMENT SERYICE5
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FOR
AJLOUNI OFFICE COMPLEX
210 S. PEYTONYILLE AVE.
CITY Of SOUTHLAKE
TARRANT COUNTY, TEXAS 760012
Off: RAED/KHALDDUN AJLOUNI
100 MST SOUTHLAKE BLVD., SUITE 146
SOUTR AKE, TEXAS
TEL: 611 251-9333
APPLICANT: ROSM (SKIP) SLAKE
1202 S. HHITE CHAPEL ROAD, SUITE A
112�61-116= 76092
IAAL,BLAKE ARCHITEGTS
1202 S. White Chapel Road Suite A
Southlake, Texas 76092 817-488-9397
MARCH 12, 2018
sHeFT 5 of 5
494
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0 10 20 40
( IN FEET )
1 INCH = 20 FT
LEGEND
TREE TO REMAIN
TREE TO BE REMOVED
OFF-SITE TREE
TREE CANOPY COVERAGE
TOTAL SITE AREA 125,874 S.F.
TOTAL EXISTING CANOPY 59,494 S.F. --> 47.3%
REQUIRED CANOPY PRESERVATION 29,747 S.F. --> 50.0%
PRESERVED CANOPY 26,070 S.F. --> 43.8%
REMOVED CANOPY 33,424 S.F. --> 56.2%
TREES TO REMAIN
Tree #
Size & Species
336
22" PINE
337
27" PINE
338
10" PECAN
359
it" POST OAK
360
5" POST OAK
361 j
16" POST OAK
362
8" POST OAK
363
7" POST OAK
364
5" POST OAK
365
17" POST OAK
366
10" POST OAK
367
11" POST OAK
369
12" POST OAK
370
8" POST OAK
371
8" POST OAK
372
8" POST OAK
373
14" POST OAK
374
8" POST OAK
419
48" ELM
439
32" ELM
440
11" ELM
441
4" ELM
442
18" ELM
443
12" ELM
444
6" ELM
TREES TO BE REMOVED
Tree #
Size & Species
331
DBL 12" PECAN
332
5" PECAN
333
5" PECAN
334
6" PECAN
335
27" PINE
348
DBL 17" POST OAK
349
30" POST OAK
350
20" POST OAK
368
18" POST OAK
383
17" POST OAK
384
42" ELM
386
14" POST OAK
387
17" PECAN
392
MULT ELM
396
17" POST OAK
397
10" POST OAK
404
14" POST OAK
405
5" POST OAK
406
11" HACK
407
14" HACK
408
12" POST OAK
420
48" ELM
421
DBL 6" 4' ELM
422
13" ELM
423
7" POST OAK
424
9" T
425
DBL 8" POST OAK
426
8" HACK
TREES TO REMAIN
Tree #
Size & Species
445
8" ELM
446
3" ELM
447
6" ELM
448
6' ELM
449
6" ELM
452
3" ELM
455
2" ELM
456
4" ELM
457
9' . ELM
458
8" ELM
459
DBL 3" ELM
475
14" ELM
476
5" ELM
477
5" ELM
478
3" ELM
479
4" ELM
480
6" ELM
481
4" ELM
482
7" ELM
483
5" ELM
484
8" ELM
487
13" ELM
488
8" ELM
489
3" ELM
490
4" ELM
TREES TO BE REMOVED
Tree #
Size & Species
427
20" POST OAK
428
14" POST OAK
429
8" POST OAK
430
DBL 24" 20" POST
431
5" POST OAK
432
18" ELM
433
17" ELM
434
18" ELM
435
9" PECAN
436
18" ELM
437
DBL 12" 16" ELM
450
10" ELM
451
7" ELM
453
2" ELM
454
4" ELM
460
MULT ELM
461
DBL ELM
462
DBL 5" 13" ELM
463
10" ELM
464
14" ELM
465
10" ELM
466
8" ELM
467
6" ELM
468
5" ELM
469
DBL 4" 3" ELM
470
6" ELM
471
9" ELM
472
7" ELM
-00.0%
TREES TO REMAIN
Tree #
Size & Species
491
8" ELM
492
5" ELM
493
6" ELM
494
44" ELM
495
3" ELM
496
5" ELM
497
3" ELM
498
14" ELM
499
6" ELM
500
11" ELM
501
13" ELM
502
6" ELM
503
18" ELM
504
8" ELM
505
8" ELM
506
15" ELM
515
6" ELM
516
j 6" ELM
517
6" ELM
532
8" ELM
533
15" ELM
534
6" ELM
537
10" ELM
538
6" ELM
547
10" ELM
CARROLL
SENIOR
HIGH
SITE
PARK
TREES TO REMAIN
Tree #
Size & Species
548
6" ELM
549
9" ELM
550
6" ELM
551
9" ELM
552
6" ELM
553
12" ELM
554
W ELM
604
8" ELM
642
8" ELM
659
8" HACK
660
24" ELM
669
W ELM
678
DBL 11" 15" POST
TREES TO BE REMOVED
Tree #
Size & Species
473
6" ELM
474
6" ELM
485
8" ELM
486
8" ELM
513
10" ELM
514
6" ELM
519
6" HACK
521
8" ELM
522
11" ELM
523
8" ELM
524
14" ELM
525
8" ELM
526
14" ELM
527
16" ELM
529
10" ELM
530
8" ELM
531
12" ELM
535
8" ELM
536
13" ELM
539
8" ELM
540
6" T
558
8" POST OAK
559
9" POST OAK
583
19" ELM
584
6" ELM
585
8" HACK
586
DBL 19" ELM
587
9"
TREES TO BE REMOVED
Tree #
Size & Species
588
11" HACK
589
MULT ELM
590
13" HACK
591
12" HACK
592
8" HACK
593
18" HACK
594
24" ELM
599
8" ELM
615
14" ELM
616
DBL 8" 6" ELM
622
DBL 8" HACK
625
11" HACK
626
DBL 12" 11" HACK
627
6" HACK
628
6" HACK
629
DBL 11" 10" HACK
630
10" HACK
631
24" POST OAK
632
20" POST OAK
633
8" HACK
637
DBL 6" 8" HACK
654
8" ELM
655
6" ELM
656
6" ELM
657
9" ELM
662
9" HACK
663
14" ELM
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RATIONAL METHOD RUNOFF CALCULATIONS
DRAINAGE AREAS - FULLY DEVELOPED
Area No.
Area (AC)
Description
'C' Value Tc (Min)
11(IN/HR)
Q, (CFS)
110 (IN/HR)
Q10 (CFS)
1100 (IN/HR)
(Qi00(CFS)
A-1
0.22
UNDEV/POND
0.30 10
4.06
0.3
6.51
0.4
9.24
0.6
A-2
1.24
PAVEMENT
0.90 10
4.06
4.5
6.51
7.3
9.24
10.3
A-3
1.30
PAVEMENT
0.90 10
4.06
4.8
6.51
7.6
9.24
10.8
A-4
0.02
UNDEVELOPED
0.30 10
4.06
0.0
6.51
0.0
9.24
0.1
A-5
0.10
PAVEMENT
0.90 10
4.06
0.4
6.51
0.6
1 9.24
0.8
OS -1
1.09
UNDEVELOPED
0.30 10
4.06
1 1.3
6.51
2.1
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1 INCH = 20 FT
GRADING LEGEND
FF =
FINISHED FLOOR
TP =
TOP OF PAVEMENT
TI =
TOP OF INLET
GT =
GUTTER
G =
FINISHED GRADE
TW =
TOP OF WALL
BW =
BOTTOM OF WALL
FL =
FLOW LINE
FLOW DIRECTION
CARROLL
SENIOR
HIGH
'SITE
PARK
BLVD
06
DRAINAGE AREA DIVIDE
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EXISTING MINOR CONTOUR
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3. DOCUMENTATION AND SUPPORTING CALCULATIONS FOR DETENTION
ASSESSMENT TO BE PROVIDED BY SEPARATE REPORT.
4. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR
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NOTES:
PROP. WATER LINE
PROP. FIRE HYDRANT
PROP. WATER PLUG
PROP. SEWER MANHOLE
PROP. SEWER LINE
PROP. CULVERT
EXIST. WATER MAIN
EXIST. SEWER MAIN
1. ALL
SEWER LINE SHALL BE
SDR -35 PVC.
2. ALL
WATER PIPE SHALL BE
SDR -18 C-900.
3. ALL
CONSTRUCTION SHALL
BE IN CONFORMANCE WITH THE CITY
OF SOUTHLAKE STANDARDS FOR PUBLIC WORKS CONSTRUCTION.
4. ALL SEWER SERVICES ARE PRIVATE.
5. ALL WATER SERVICES ARE PRIVATE FROM THE BUILDING TO THE
METER AND PUBLIC FROM THE METER TO THE WATER MAIN.
6. ALL WATERLINE SHALL HAVE A MINIMUM 2' VERTICAL CLEARANCE
FROM DRAINAGE STRUCTURES AND SEWER SERVICES.
7. THE LOCATION OF EXISTING WATER AND SANITARY SEWER
UTILITIES ARE APPROXIMATE. FINAL ENGINEERING REVIEW AND
COORDINATION MAY RESULT IN SOME MINOR ADJUSTMENTS TO
THIS PLAN.
8. ALL WATERLINE SHALL BE INSTALLED WITH A MINIMUM COVER OF
42" UNLESS OTHERWISE NOTED OR EXPLICITLY APPROVED BY THE
CITY ENGINEER.
9. FIRE HYDRANTS SHALL BE PLACED WITH STEAMER NOZZLE AT
LEAST 3' BEHIND BACK OF CURB.
10. PRIVATE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT
AND MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO
BURIAL.
11. INSTALL BACKFLOW PROTECTION (DOUBLE CHECK VALVE) FOR
SPRINKLER SYSTEM ON RISER.
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