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Item 6A PlansDUMP5TER MASONRY BUILDING Y mi • • 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 Q' r-, 100 TOTAL U EXI5TIN6 ZONING w 'd PROP05ED ZONING 5P-1 M■�1 x• LAND USE DESIGNATION (LUD) U • 68055 ACREAGE 2.Sa ACRE 0 125,875 5F 0 tV NET ACREAGE (- RIGHT OF WAY) 2.87 ACRE NET ACREAGE 125,042 SF cz U X 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 0 Ov } In 0 fu f? V V V < —p—t I�-�—vLUD �<�CAJcn d -z— Q � ZZ : oM000- HI6HISGHOOL DRIVE RETAINING WALL FOOTIN65 --------- —- —--� --------------- rl-E* ELEVATION 4 •.I 210 B. PEYTONVILLE 1.01 ACRES • •T: 5C,02A EAVES INK SURVET • •. LAND UBE: MEDIUM DEN51TY RESIDENTIAL 240 - !t IA I ACRZONINC-7: 01 LOT: 5 ES AKARD ADDITION LAND USE: MEDIUM 17EN51TY RESIDENTIAL .. NORTH I) • 5 15 50 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 SHEET I OF 5 Q' r-, 100 -j U 00 w 'd 00 � M■�1 x• U • 0 0 tV w �� cz U X im U-3 N O _ r—I C) ELEVATION 4 •.I 210 B. PEYTONVILLE 1.01 ACRES • •T: 5C,02A EAVES INK SURVET • •. LAND UBE: MEDIUM DEN51TY RESIDENTIAL 240 - !t IA I ACRZONINC-7: 01 LOT: 5 ES AKARD ADDITION LAND USE: MEDIUM 17EN51TY RESIDENTIAL .. NORTH I) • 5 15 50 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 SHEET I OF 5 ow -11r. 4 p Ck ILJ �i w t" <o >� t t z o � _U- Z 00 -1 Ck m 4 N cl if- i10 4 �tLJ U1 —:z tu> :i� -1 ot V IU i� X - Q A Ck =1 � m ca -4 v 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 DATE i w; r n 9 IL (1) -c� L-' ON 00 00 1=4 000 U . � N w V X ., H Im a� cry • C-4 O _ r-{ (j) 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 5 113--1VT. ga= o� a � g s X Q O to U111 ^J lU Q to O Q�z Q tr -1 In s X O t— to uu V Q 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 APPROVED BY PLANNER DATE 3 a �) O r O d1 O i � Q� M C! pip w Iti' 00 x • U w U X m N O n LLJ O n O n ic 5I TE PLAN ZA I -1-0-74 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 i I S Co Co Co Co n 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 • U� J M O O U) G� Q z > X 00 z w W� O F— >> - w orwv L z (j3 H Z _J Z = O wo r vF- wm J U)wQ z� o w F— a M H O t- (L! v� 0 O w a z J W J U) J Q z > X O z w I- O F— >> - w orwv WCLQ (j3 Z _J Z = O vF- 00 J U)wQ w F— BENCHMARKS: CITY BENCHMARK XXX ELEVATION: XXX 5 I HACK O TREE z CITY CASE NO. ZA17-074 0 \ t V w N �� \ 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 1 9.24 3.0 00� �\ �( i f , W s \ <o666 \ / Iv I r 0 10 20 40 ( IN FEET ) 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 w - 600 - EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR I 600 PROPOSED MAJOR CONTOUR C� 601 PROPOSED MINOR CONTOUR O am= Room EXISTING DRAINAGE AREA Z EXISTING FLOWPATH c ---Dow- FLOW DIRECTION z DRAINAGE AREA LABEL C-2 Q oc IZW a. O �- 0.52 0.2 Q100 (CFS) r ` AREA (AC) en zM DESIGN POINT � In Z i Z Q wC) .1.I 00 1 I ) INLET DESIGNATION I I OZ.9 U 1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL ENGINEERING PLANS - 2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR W SITE DEVELOPMENT AND CONSTRUCTION. (LATEST EDITION) 00 3. DOCUMENTATION AND SUPPORTING CALCULATIONS FOR DETENTION ASSESSMENT TO BE PROVIDED BY SEPARATE REPORT. 4. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR m ADJUSTMENTS TO THIS PLAN H O r- fy�y v44 0-0 O 670_ 06 W cam-+ cn O C� O U) Z LI. --J z Q 00 Q oc IZW a. O �- W � W en zM � In Z Z Q wC) .1.I wm OZ.9 U z� o W 00 W m H O r- fy�y v44 0-0 O P. s~ 06 W C� J U) Z z --J C) Q Q oc IZW a. O �- W � W Z Z Q Z .1.I -000 W W ^� LL BENCHMARKS: CITY BENCHMARK xxx ELEVATION: XXX Q x W 1-- W Y Q J F - Z) O Z A Q n 0 a. Z Q z A- A - 0 AF- U) of W W U) W Q 1 O WC) J J_ 5:D � Z �zOvirn O �UW c F- zoCW W LL. m a O tLF- Nd I apoN z �o Nwm�OZZWU0)N W - C Z)DOC Q U Z O 0�Z Z O WOp Gi u- I-Qmmn-n C/) F - z W W 0 crS DOI No. 2017112UU o N T N O GRAD Z CITY CASE NO. ZA17-074 I..0 ,f 9j i ¢ OUTHLAKE BLVD / / j \ ui CARROLL SENIOR / / \ HIGH S' I / / cc \\ SITE \ 0 10 20 40 \ Lu PARK \ J O } { IN FEET) W 4 1 INCH = 20 FT (� CIDco I \ / LEGEND w — ----- SS ----- 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. s U� 0 0 V1 /x _ Z W �O�- WN W w se N M CL Q Q M r wen z� O (1� J v.d W U) z� o wn0 Q 00 a H M 0 � M � o r R; U� O w a Z J W -J V1 /x _ Z W �O�- W w se CL Q Q Z 200 U) Q NW LL CL BENCHMARKS: CITY BENCHMARK XXX ELEVATION: XXX U) X w F- Y J H O U) Z Q d z 4 z Q O U) 0 w 5 DUI NO. ZU17112UU o T r O N UTIL z CITY CASE NO. ZA17-074 0