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Item 4C - PlansCITY OF SOUTHLAKE LOT 42X, BLOCK A SOUTHLAKE GLEN DOC NO. D215280370 P.R.T.C.T. / ZONING: TZD / JAD LAND MANAGEMENT )1LILc LOT 1 SILVER RIDGE ADDITION PHASE II DOC NO. D214022161 P.R.T.C.T. ZONING: SP1 i i i MEDOFF LOT 2 SILVER RIDGE ADDITION PHASE II DOC NO. D214022161 P.R.T.C.T. ZONING: SP1 I I I J & A FRITH rrcvr�R ice. LOT 2, BLOCK 1 KIMBALL LAKES OFFICE DOC NO. D217265943 P.R.T.C.T. ZONING: SP2 N43°41 '16 "E 28.52' F N GARRY DENMAN LOT 11, BLOCK 1 PATTERSON'S POND II ADDITION DOC NO. D206258413 P.R.T.C.T. ZONING: SF20A STILL WATER COURT NS 38 8080° 07'E 124.06' I --------------------, I I r I I iT 10' TYPE B BUFFERYARD • II I LOT 1 209 SF z0G� I I L--------------------- N I �I I 1 w N90°00'00"W 141.66' - N90 F ter___ I S88°09'26"W 170.63' 6 NL DO P.R.T.C. . GREGORY B. ASHER LOT 1, BLOCK 2 ESTANCIA DOC NO. D212055463 P.R.T.C.T. ZONING: RPUD 10' LANDSCAPE BUFFER YARD EASEMENT DOC. NO. D212055463 P.R.T.C.T. All that certain 3.749 acres of land, out of the 4.063 acre tract, described in the deed Baylor University (507), Anne Thomas (259) and Crae Hillman (259), recorded in Document Number D2201OJ250 in the Deed Records of Tarrant County, Texas (D.R. T.C. T.), in the Samuel Freeman Survey, A-525, City of Southlake, Tarrant County, Texas, and more particularly described by metes and bounds as follows: (All bearings shown hereon are based on the Texas Coordinate System of 1983, North Central Zone) BEGINNING at a 3/4" iron pipe found for the northeast corner of said 4.063 acre tract, common to the southeast corner of Lot 14, Block 1, Patterson's Pond ll Addition, recorded in Document Number D206258413 in the Plat Records of Tarrant County, Texas (P.R. T.C. T.) and in the west line of the 2.034 acre tract described in the deed to Peter Azomor, recorded in Document Number D2041 JO601 D.R. T. C. T. THENCE South 00° 47' 55" West along the east line of said 4.063 acre tract, passing at a distance of 180.48' a 3/4" iron pipe found for northwest corner of Lot 12R1, S. Freeman No. 525 Addition, recorded in Document Number D22020775J P.R.T.C.T, and continuing along the east line of said 4.063 acre tract, for a total 281.75' (deed called 282.11) to a 112" iron rod with a cap stamped `SPRY" set for the southeast corner of the herein described tract, common to the southeast corner of said 4.063 acre tract, from which a 5" Steel Post bears South 66° 11' 27" East-10.78' THENCE South 88° 09' 26" West along the south line of said 4.063 acre tract, common to the north line of Estancia, recorded in Document Number D212055463 P.R. T.C. T., passing at a distance of 366.47' a 112" iron rod found for the northwest corner of Lot 7, Block 1 of said Estancia, and passing at a distance of 406.47' a 112" iron rod with a cap stamped `Burks" found for the northeast corner of Lot 1, Block 2, of said Estancia, continuing along the south line of said 4.063 acre tract a total distance of 577.10' to a 112" iron rod with a cap stamped `SPRY 5647" set for the southwest corner of the herein described tract, common to the southeast corner of the 0.140 acre right-of-way dedication, recorded in Document Number D211021555 D.R. T.C. T.; and in the east right-of-way line of said North Kimball Avenue; THENCE North 00' 49' 31" West - 261.36' along the east right-of-way line of said North Kimball Avenue, common to the east line of said 0.140 acre right-of-way dedication, to a 112" iron rod with a cap stamped `Brittain & Crawford" found for the south corner of the southeast right-of-way cutback line, at the intersection of the east right-of-way line of North Kimball Avenue (R.O. W. Varies), and the south right-of-way line of Still Water Court (50' R.O. W.), common to a point for corner of the said 0.140 acre right-of-way dedication. THENCE North 43° 41' 16" East - 28.52' along said southeast right-of-way cutback line, to a 112" iron rod with a cap stamped `Brittain & Crawford" found for the east corner of right-of-way cutback line, common to the northeast corner of said 0.1440 acre right-of-way dedication, and in the south right-of-way of said Still Water Court, common to the north line of said 4.063 acre tract; THENCE North 88° 08' 30" East along the south right-of-way line of said Still Water Court, common to the north line of said 4.063 acre tract, passing at a distance of 353.54' on `X" found in concrete in the center of the cul-de-sac of said Still Water Court, bearing North 01 ° 51' 30" West - 25.00; continuing along the north line of said 4.063 acre tract, common to the south line of said Lot 14, Block 1, Patterson's Pond ll Addition, for a total distance of 565.09, to the POINT OF BEGINNING and containing 3.749 acres of land. �I NI a 3 0'00 "W 20.07'-J I � I I JAMES H. AMOS JR. LOT 12, BLOCK 1 PATTERSON'S POND II ADDITION DOC NO. D206258413 P.R.T.C.T. ZONING: SF20A 0 AIRR°nR'.3n"F 164.60' 65. 09' \ I L22 THOMAS WALTZ I LOT 14, BLOCK 1 PATTERSON'S POND II ADDITION DOC NO. D206258413 P.R.T.C.T. 7,5' UTILI ZONING: SF20A N88 °08'30 "E 206.43' II I I ENT 413 7 PETER AZAMAR SAMUEL FREEMAN SURVEY ABS. 525, TRACT 5C1 B & 5D01 A DOC NO. D204130601 P.R.T.C.T. ZONING: SF1-A L12- I J I �- ---- --- - - - - - - I I 5' UTILITY EASEMENT C I r - - - - - - - - - - - - - - - - - - - - - - - - - -- II I LOT 1 I 16 1I jI I 26,905 SF I I LOT 2 / / ` I PETER AZAMAR 6 23, 704 SF 10' UTILITY / I 1q' SAMUEL FREEMAN SURVEY O 525 TRACT 5C1B1 & 5D1A1 EASEMENT �\ Q & 5D1 B \ DOC NO. D204130601 / \� \ I • P.R.T.C.T. / ZONING: SF1-A 10' UTILITY F 203 EASEMENT / N 20 SANITARY,,-,,, SEWER / EASEMENT/ 6 Ljqj�v N 101�?s CO TSWOLD VALLEY COURT _L2 9 2 E 11% \ \ 55' O Q) �C;� 10 UTILITY EASEMENT o -- - - n I -LOT 2 I wI G / L 0 T 5 V A A\ 31r783 F /2 SF \ V I �nI 10' UTILITY EASEMENT 7 \ \ \ DRAINAGE EASEMENT DOC. NO. D220207753 OP.R.T.C.T. (j) /PEDESTRIAN ACCESS I INDY ZIGLAR OATES I ' EASEMENT I I I SA UEL FREEMAN SURVEY O I 10 UTILITY EASEMENT 525 ADDITION I o I - - - NO. LOT 12R2 _ I J L - - - - - - - DOC NO. D220207753 L__--------------- - - -�_ - cn 50� I ZONING: SF1-A S88°09'26 88 °09'26 "W 216. 08' '►I - "W 577.10' I S88 09 26 . I 10' UTILITY EASEMENT DOC. NO. D212055463 P.R.T.C.T. I OPEN SPACE PAUL G. DOLL I LOT 5, BLOCK 1 \ 5' PEDESTRIAN ACCESS EASEMENT LOT 7, BLOCK 1 ESTANCIA DOC. NO. D212055463 ESTANCIA DOC N0. D.C.T. 463 P.R.T.C.T. DOC N0. D212055463 P.R.T.C.T. I P.R.T.C.T. ZONING: RPUD \ ZONING: RPUD I I I i I TYPICAL LOT DETAIL 7 T 40' R£ARYARD SE78ACK r- - - - - - II 6 I� &I I� I� I I� 35' FRONTYARD S£78ACK 10' P£D. ACCESS DRG & UTILITY ESMT . ROW . . LAND USE SCHEDULE EXISTING DENSITY - OPEN LAND EXISTING PROPOSED NUMBER GROSS DU / GROSS SPACE USE ZONING ZONING OF LOTS ACRRAGE ACREAGE AREA / Z MEDIUM DENS/ TY RESIDEN TIAL AG SF20-A 6 J. 749 1.6 L 0 TS/ACRE 0 SF / 07 OWNER: SI CEM 6 03, L L C P.O. BOX 92446 SOUTHLAKE, TEXAS 76092 PHONE: (817) 946- 0346 CONTACT.- DEAN DECAVITTE ENGINEER. - ICON CONSULTING ENGINEERS, INC. 2840 W. SOUTHLAKE BLVD., SUITE 110 SOUTHLAKE, TEXAS 76092 PHONE. (817) 552- 6210 CONTACT. CLAYTON REDINGER 0 15 30 60 ( IN FEET ) 1 INCH = 30FT VICINITY MAP SCALE: 1 " = 2000' I r/-,\rnIr\ 0 EXISTING TREE PRELIMINARY PLAT OF PE"13 t`7-0?% rOV BEING J. 74 9 A CRES St TUA TED IN THE SA M UEL FREEMAN SUR VE Y ABSTRACT NO. 525, TRACT 5A 03 CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS , 6 RESIDEN TIAL L 0 TS LAND USE DESI GNA TION: MEDIUM DENSITY RESI DEN TI A L PROPOSED ZONING. SF20-A CITY CASE # ZA20-0082 OCTOBER 2021 SHEET 1 OF 1 RATIONAL METHOD RUNOFF CALCULATIONS (EXISTING) AREA NO. AREA(AC) DESCRIPTION C' VALUE Tc(MIN) 11 (IN/HR) 01 (CFS) 110 (IN/HR) 010 (CFS) 1100 (IN/HR) 0100 (CFS) OA 0.8 RES (A-21) 0.52 15 3.23 1 5.34 2 8.02 3 A 1.1 UNIMPROVED 0.30 15 3.23 1 5.34 2 8.02 3 B 2.7 UNIMPROVED 0.30 15 3.23 3 5.34 4 8.02 6 DP -A 1.9 MIXED 0.39 15 3.23 2 5.34 4 8.02 6 cn / un ) / u / ln LEGEND NAME DRAINAGE AREA LABEL �Ql FLOW ARROW (POST -PROJECT) DRAINAGE DI VIDE poi EXISTING CONTOUR MINOR -500- — EXISTING CONTOUR MAJOR i I 0 15 30 60 ( IN FEET ) 1 INCH = 30FT J J Q m Y Z klRkwo00 RAINTREE SITEOWA GREENBOUGH_� } ROLLING 0 a S.H. 114 VICINITY MAP SCALE: 1 " = 2000' — — OF lk N \ I I\ 1Aim (11 i 0.8 3 / L — —_ 8 ,w w 8 w 8" w — _8��w . "� - T) CI — w J - / I / \ v \ \ --C- OUR T-- _ - 8 STILL ATER 1 1 I I I )/ I 00 �— o co Ln L — .s -- - -- - / -T► — G / A o c --► — 0 C i l s L2 � _ - -- - — — — l / -- _ _ ,-r - O n —� — ___—---r--� 0 G� , ��--��—v---1---�� — 585 — _ - 588— \ I / \ l > J 590 593 r��� / Ln / •- 9 a 1.1 3 1 I i l 1 I J ' 00 5� \ \ i / .- � � � •`, �• ► � �� � - ri - - / / � / �/ � �/ V �� � 1 III i \ o o / pp-00\-r\ s9s 1 � —°�--t� 1 / /' / Q -3� - I / / 1 / / I I / 03/ / I -- - / I / I �II L0- r r LO N° LD I I \ I -s74 I _ _ / — —'ram `S �� ��`~J/ � n C LC) �. 8 w 8„W / 8„w \ / b. PLS ". fJ / ( w CO TSw�LO v R CITY CASE NO. ZA20— 008 0 m O S 0 z 0 cn o O W q u)p�a�pZ > I, N C v > U) co bp C � � � w E o Vuc X E ���� LL C § a 0) Q L O 00 0 N � w rr^^ Lu W v W C � w Q u Q � J ZQL� W BENCHMARKS: BM1 xxx ELEV = XXX BM2 xxx ELEV = XXX cli >_ } fl W N Z a ? o a0E WT z N � o W `o z > Lu J 2 v W c V rn W o 0 " d LL ° z° w z w a Dote: 1012712021 Scole: 1 "=30' Drawn By DSM Reviewed By CTR Project: 5235- 01 SHEET 2 LEGEND 1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL ENGINEERING PLANS 2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR NAME SITE DEVELOPMENT AND CONSTRUCTION. (LATEST EDITION) DRAINAGE AREA LABEL AC 10 J. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR ADJUSTMENTS TO THIS PLAN FLOW ARROW (POST —PROJECT) DRAINAGE DIVIDE — —501— — EXISTING CONTOUR MINOR 12' RATIONAL METHOD RUNOFF CALCULATIONS (PROPOSED) AREA NO. AREA(AC) DESCRIPTION C' VALUE Tc(MIN) 11 (IN/HR) 01 (CFS) 110 (IN/HR) Q10 (CFS) 1100 (IN/HR) Q100 (CFS) OA 0.8 RES (A-21) 0.52 15 3.23 1 5.34 2 8.02 3 A 2.3 RES (A-21) 0.52 15 3.23 4 5.34 6 8.02 10 B 1.5 RES (A-21) 0.52 15 3.23 3 5.34 4 8.02 6 DP -A 3.1 RES (A-21) 0.52 15 3.23 5 1 5.34 9 8.02 13 'SAS -BUILT PLANS FOR PATTERSON'S POND STORM DRAIN AT DP-1 ANTICIPATED 25 CFS. 15"S� 15"%— ,,� l 1 I ? LOT 1 — I, 23, 209 SF / -593,OD ` �I / / L-_------------- - --J I 59 i — / _ V) } / I / v sq A �v - 1 - - - / ( — 59 N 3:596 L \`S99 \ \ I 1L�0 T 3 Il 20,211 SF / II I I I I \ /I—I----� -- +--- I / I N r--04 rr—lJ $„w\l8„w J 18 w/ I� W I /1 I I I \' I I -500- — EXISTING CONTOUR MAJOR DRAINAGE NOTE: AS —BUILT PLANS FOR PA TTERSON'S POND ADDITION SHOW THE EXISTING UNDERGROUND STORM DRAIN SYSTEM AT DESIGN POINT 'A' ANTICIPATED 25 CFS AND DISCHARGES DIRECTLY TO A FEMA REGULATED FLOODPLAIN WITH A CONTRIBUTING DRAINAGE AREA OF APPROXIMATELY 423 ACRES. IN THE PROPOSED CONDITION, DESIGN POINT A HAS A DRAINAGE AREA OF 3.1 ACRES WHICH IS LESS THAN 1% OF THE OVERALL DRAINAGE AREA, AND WELL BELOW THE GENERALLY ACCEPTED 10% ZONE OF INFLUENCE. DISCHARGE FOR THIS DEVELOPMENT WOULD HAVE NO SIGNIFICANT IMPACT ON DOWNSTREAM CONDITIONS AND CAN BE SAFELY CONVEYED TO AN ESTABLISHED DRAINAGE EASEMENT THROUGH EXISTING INFRASTRUCTURE WITH ADEQUATE CAPACITY. THEREFORE DETENTION IS NOT RECOMMENDED FOR THIS DE VEL OPMEN T 0 15 30 60 ( IN FEET ) 1 INCH = 30FT � � Q m Y z k�Kw000 RAINTREE SITE 3,E"EBOUGH } ROLLING 0 a U) S.H. 114 VICINITY MAP SCALE: 1 " = 2000' _ t\ �OA ly I l 04 0.8 3 ��' -y — — 3„w / _�- 8„w /-- ew $ w o' cl WATER COURT \ s / 1 IIV 0rn ---------- ,------__— ---� S8s11 \ I I j J II I \ \ —1---------_—— — — — — — — — �\/r / � J It �M � 11 J / IIJ 26,905 S \ \ I V I I 57 ��,�/ r l \ _ � j \ — OT 2 i \ I I // // I ( I V J/ 23, 704 SF — s89, ~ � \ // \ ( \/\ / /J ' I 1 I I.-� I ► \1 \ Ill � // / // /I � / A s90- / / \ / J I I / / \ // / l / f I r l l .s9� \\ d / I // I r // /\\ ��IJ%/i; J Lo �/I 1.5 6 /l / �J �a \ \ — —\ I J �0 r-, — , r ` I 1 - / 31L783�SF LOT 3 �/ T \ l / / r I l / 20, 282/S/F r00 Ln A tK '15 `b �'� �� ---h` --*)-J rJf am--'�j� 0 m 0 s 0 z v CD � o -+ o m o ~ O E Lo wQ C.\, .'tz -000N'T C >Lna0 ° n -m' �W �-Of� Uu °:5 XE �CO�LLLL IL O �L O00 N C: w Q Q QQ�W QL 0 r n � � V uJ � Lid, Q J O O CL BENCHMARKS: BM1 xxx ELEV = XXX BM2 xxx ELEV = XXX N it O W N a _ z Q O Lu z W o z o o 0 J W E in W c V rn W " 0 O a LL z a w z wr� Date: 1012712021 Scale: I "=30' Drawn By DSM Reviewed By CTR Project: 5235— 01 SHEET 3 NO TES: LEGEND 1. ALL SEWER LINE SHALL BE SDR-35 PVC. J J 2. ALL WATER PIPE SHALL BE SDR-18 C-900. PROP. 8" WA TER LINE J. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY PROP. FIRE HYDRANT Y OF SOUTHLAKE STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 4. ALL SEWER SERVICES ARE PRIVATE. PROP. SEWER MANHOLE z 5. ALL WATER SERVICES ARE PRIVATE FROM THE BUILDING TO THE METER AND PUBLIC FROM THE METER TO THE WATER MAIN. PROP. 8" SEWER LINE RkwooO 6. ALL WATERLINE SHALL HAVE A MINIMUM 2' VERTICAL CLEARANCE - - PROP. CULVERT�� RAINTREE FROM DRAINAGE STRUCTURES AND SEWER SERVICES. 7. THE LOCATION OF EXISTING WATER AND SANITARY SEWER EXIST. WATER MAIN O SITE GREENBOUGH UTILITIES ARE APPROXIMATE. FINAL ENGINEERING REVIEW AND EXIST. SEWER MAIN o ROLLING COORDINATION MAY RESULT IN SOME MINOR ADJUSTMENTS TO Q THIS PLAN. 0 15 30 60 co 8. ALL WATERLINE SHALL BE INSTALLED WITH A MINIMUM COVER OF S.H. 114 42 " UNLESS o THER WISE NOTED OR EXPLICITLY APPROVED BY THE CITY ENGINEER. 9. FIRE HYDRANTS SHALL BE PLACED WITH STEAMER NOZZLE AT ( IN FEET ) LEAST 3' BEHIND BACK OF CURB. 1 INCH = 30FT 10. PRIVATE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT VICINITY MAP AND MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO SCALE. 1 " = 2000' BURIAL. I I a U) � cn I 00 I V) I I I U) cn I I U) N N I 8 W 8„W N I 12"W W' W W - 8"W — -L — — 811W 8 ,W — 8—W 8"W I LOT 1 23, 209 SF I J LOT 3 20,211 SF I STILL WATER COURT i 20' SANITARY SEWER EASEMENT LOT 2 25,704 SF 10' PEDESTRIAN ACCESS, DRAINAGE & UTILITY EASEMENT H COTSWOLD VAL LEy COURT EX CURB INLET TO BE RELOCA TED 0 / LOT 3 / 20,282 SF I I EXISTING FIRE HYDRANT I CONNECT TO EX 8" WATER = — — — — — — — — — — — — — - I II LOT 1 26,905 SF I I� 10' PEDESTRIAN ACCESS, DRAINAGE & \ / UTILITY EASEMENT / I I _ I\ LOT 2 \ 31, 783 SF I II \ I \ I I� CITY CASE NO. ZA20-00821 Q 0 m 0 s 0 z u � o � � o rn ^W r L W�1 pco-o-tOz -0 Co- N "T C I� oc)2 cu a H ti L Ln CA CA r (O AO s te Uu Oa:5. E Ui0ii� a 0) L C �, N � C W Q CL uj W m J Q � Z �C� O W � BENCHMARKS: BM1 xxx ELEV = XXX BM2 XXX ELEV = XXX } W N a it N Z a z Q O E W o z a � o W `o z a o J 2 v W c V rn o d O z LL c o ui z w a Date: 1012712021 Scale: 1 "=30' Drawn By DSM Reviewed By CTR Project: 5235- 01 SHEET 4 TREES TO REMAIN Tree # Size & Species 5265 8" ELM 5333 13" HACKBERRY 5334 13" HACKBERRY 5335 6" HACKBERRY 5336 16" HACKBERRY 5337 12" HACKBERRY 5338 13" HACKBERRY 5339 8" HACKBERRY 5340 10" HACKBERRY 5341 6" HACKBERRY 5342 8" HACKBERRY 5343 13" HACKBERRY 5379 12" HACKBERRY 5380 8" HACKBERRY 5381 18" ELM 5382 6" HACKBERRY 5383 5" HACKBERRY m- 12. TREES TO REMAIN Tree # Size & Species 5384 5" HACKBERRY 5396 7" HACKBERRY 5414 HACKBERRY 2X5+2X10+9 5415 HACKBERRY 4+5+7+8 5416 HACKBERRY 3X7 5422 6" HACKBERRY 5423 6" HACKBERRY 5424 8" ELM 5446 12" ELM 5447 9" HACKBERRY 5448 5" HACKBERRY 5487 36" ELM 5496 30" ELM 5498 12" ELM 5499 8" ELM 5500 6" ELM 5502 8" ELM TREES TO REMAIN Tree # Size & Species 5519 12" HACKBERRY 5520 13" HACKBERRY 5529 8" HACKBERRY 5530 8" HACKBERRY 5532 18" ELM 5536 6" HACKBERRY 5537 10" ELM 5538 11" ELM 5539 14" ELM 5562 6" ELM 5563 6" ELM 5565 11" ELM 5568 12" HACKBERRY 5602 9" PECAN 5603 TREE CLUSTER 2X6 5604 6" OAK 5605 8" OAK TREES TO REMAIN Tree # Size & Species 5607 12" HACKBERRY 5608 12" HACKBERRY 5610 6" ELM 5613 24" BOIS D'ARC 5616 8" BRADFORD PEAR 5617 4" BRADFORD PEAR 5618 6" BRADFORD PEAR 5619 TREE CLUSTER 2X5+2X6 5622 24" ELM 5623 2X12" ELM 5626 6" ELM 5627 6" ELM 5628 7" ELM 5629 8" ELM 5630 7" ELM 5631 8" ELM 5633 8" ELM TREES TO REMAIN Tree # Size & Species 5634 5" ELM 5635 10" ELM 5637 6" PECAN 5638 6" ELM 5639 7" ELM 5640 6" ELM 5641 6" ELM 5672 30" OAK 5674 2X8 CHINABERRY 5686 2X8 BRADFORD PEAR 5687 6" ELM 5688 7" ELM 5689 6" HACKBERRY 5690 10" HACKBERRY 5692 9" BOIS D'ARC 5693 6" HACKBERRY 5695 14" ELM �352 \ 15358 I 5601 15353� 54 0 N I I cn h % I U) N / N 5496 I III i 8„W 8 W �„� --� 8„W I I I N I I I I I I I TREES TO REMAIN Tree # Size & Species 5699 6" HACKBERRY 5704 20" CEDAR 5705 10" HACKBERRY 5706 10" HACKBERRY 5707 7" HACKBERRY 5708 10-6" HACKBERRY 5712 14" ELM 5713 12" ELM 5714 7" HACKBERRY 5716 7" ELM 5717 24" HACKBERRY 5721 28" OAK 5723 30" OAK 5767 6" MESQUITE 5768 6" MESQUITE 5769 7" MESQUITE 5770 6" COTTONWOOD TREES TO REMAIN Tree # Size & Species 5771 7" WILLOW 5788 6" ELM 5789 6" ELM 5790 7" ELM 5791 6" ELM COTSwOL,0 VAL LEy COURT i 45466 i �546� 54�9 . I � 55 1 1 TREES TO BE REMOVED Tree # Size & Species 5352 10" ELM 5353 5" HACKBERRY 5356 30" CATALPA 5358 6" HACKBERRY 5359 6" ELM 5360 8" HACKBERRY 5372 12" ELM 5373 10" HACKBERRY 5374 6" HACKBERRY 5375 8" HACKBERRY 5376 6" HACKBERRY 5377 16" HACKBERRY 5378 10" HACKBERRY 5385 8" HACKBERRY 5386 8" ELM 5387 6" ELM 5388 6" ELM TREES TO BE REMOVED Tree # Size & Species 5389 8" HACKBERRY 5390 5" HACKBERRY 5391 5" HACKBERRY 5392 8" HACKBERRY 5393 16" ELM 5394 7" HACKBERRY 5395 12" ELM 5429 7" CATALPA 5436 8" BRADFORD PEAR 5453 17" HACKBERRY 5454 25" HACKBERRY 5456 6" ELM 5457 5" ELM 5465 5" CATALPA 5466 6" CATALPA 5469 9" HACKBERRY 5503 16" TREE TREES TO BE REMOVED Tree # Size & Species 5504 8" ELM 5509 7" ELM 5510 6" ELM 5511 6" HACKBERRY 5514 HACKBERRY 5+2X6 5516 12" HACKBERRY 5527 13" HACKBERRY 5575 16" ELM 5577 12" HACKBERRY 5595 7" ELM 5596 7" ELM 5597 7" ELM 5598 7" HACKBERRY 5649 30" ELM 5675 6" ELM 5676 6" ELM 5677 6" ELM TREES TO BE REMOVED Tree # Size & Species 5678 16" ELM j 5790/y� °0- 5768 0' CI _ —58) 67 5788—� i —582— 5771 1 / l — — -- — — 583 - 5770 I • —584 I �/69 5672 \ I \ o h / 57,7 / \� �56 �1 5699 -01 I LOT 1 / 26,905 ,SF I I � / J / 15686 I 1568� �716 569 J 5B88 568-- 9 . / 5693 / 5581 / P712 / 5582 5676 677 / c 5584 5596 5597 _ — J 6 9 \ / / 558F- 585 / / / / / 5713 / r / 537" • / �: / ` -5683 5372 / / �5682 681 / 639 s 675 �5681 / 5)598 5640 575 / / / / / 559 567 5599 // 5637 49 / V / / / 5634— / / / / 5635 �5155 / / / / / 5641 / 563 463 •� / / / / / // 3 31 OT 2 F � 5631 56 • ♦ / � LOT 3 � / l � / � l �5630 \�// � � 5629 / 5577 9,282 S / l / / / / 562 5 /5602 / 5616 D-553� / / / / / / / / 5607--\ 561 5527 / / / / / N 5619 5538 4 / " ��� hq� h�0 / 5604_ / 5537 / / / 5536 \ 5568 /6565 / 5563 --/5562 �) O 0 15 30 60 ( IN FEET ) 1 INCH = 30 FT J J Q m Y Z _ kl/�kw000 RAINTREE SITE GREENBOUGH r ROLLING 0 =, Q S.H. 114 VICINITY MAP SCALE: 1 " = 2000' LEGEND I TREE TO REMAIN TREE TO BE REMOVED MARGINAL TREE ■ ■ ■ ■ ■ ■ TREE PROTECTION FENCE TREE PRESERVATION CALCULATIONS TOTAL EXISTING CANOPY 48,180 S.F. (29.5%) REQUIRED CANOPY PRESERVATION 28,908 S.F. (60.0%) PRESERVED CANOPY 30,912 S.F. (64.2%) I REMOVED/MARGINAL CANOPY 17,268 S.F. (35.8%) 5707 —5706 5708 I I I —15714I I I I I I 1 • i5633 5626 5623 • 5622 I l 5610 CITY CASE NO. ZA20-0082 Q 0 m O S 0 2 u � o � � o m o LL •� � � E W q _ C) (LO 0 00 z CO N -,t C I— LO � O � X Cn g Y00� W :E S�00� E O .) UuO X ����� _ IL �L O 0 0 N � O) C w Q vJ O Z � w uJ u W J �C-L� � O BENCHMARKS: BM1 XXX ELEV = XXX BM2 XXX ELEV = XXX } W a liJ N �Za Z_; Q 0 G E W Z a � o W `o Z UJI J P v W c V rn 0� o d LL z LL c o ui Z w a Date: 1012712021 Scale: 1 "=30' Drawn By DSM Reviewed By CTR Project: 5235— 01 SHEET 5 k Y 15"SS 12" I 8 W 8„W N I 8"W F COTSpyp4,0 VALLEY CpURT LEGEND CONCRETE STREET PAVEMENT CONCRETE SIDEWALK PAVEMENT I� LOT I 26,905 SF I I� I I _ \ LOT 2 I \ 31, 783 SF I II I \ I \ l I� I I 0 15 30 60 ( IN FEET ) 1 INCH = 30FT � i Q m Y z k�Kw000 RAINTREE SITE WM GREENBOUGH ROLLING 0 a S.H. 114 VICINITY MAP SCALE: 1 " = 2000' CITY CASE NO. ZA20-0082 O m 0 s 0 z v v � 0 �-+ o m o T Fnn-� i r W W Q C5p�O�Oz CO N C m > � � a0 LD •� OA Y N r iz�- Ln W L (aOf O 0 O c x E Uu �ooco.L C/) IL � � O L O 00 0 N C: U C W �W O w v Z) � O W � O BENCHMARKS: BM1 XXX ELEV = XXX BM2 XXX ELEV = XXX N it a W N J 2 N z d Z o Q O W CL W o z o W t } J E v W c V rn o O " d W ° z° o w Z w a Date: 1012712021 Scale: 1 "=30' Drawn By: DSM Reviewed By. CTR Project: 5235— 01 SHEET 6 I