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Item 6I PlansDUM125TER ENCLOSURE (8'-0" HIGH ABSTRACT 1620 TRACT IA MASONRY 50REEN WALL5 TO MATCH EXISTING BARBED WIRE SHIVERS FAMILY PARTNERSHIP 24 O"t WEST JAME5 J 5URVEY o / i I I �( I BUILDING W/ SOLID METAL GATES) TO REMAIN A5 15 ZONING: AG �1, o / i I I / I TREET WIDTH 11 1 16 41 1 ` t .� qb'-O" LUV: MIXED USE 1111-0,, C� I L,J 5L�J 98'-Q" 90' "t (RIGHT OF WAY) 41 ARI LE RI TOP WAY) 10' REAR YARD SETBACK - - -EWER T �— I� 16 16 i 1111■■■ 10 0 -MEMO • TRAFFIC FLOW •/ r- r� : 1 op- t I , e I i I /I Y i • I I (� 1 INNS!! -ice i �� / � / 1111■ liw man 1 1111■■Si. � � _ I .� -- � � � .• � x!11■ ,. (i .�! .. �. 1all1E.O�f � • � , • �� ii®ii, . MEMEMENI®• '' ' - �, ■• �� _ 1111■■i j IN�� ( • .�' ,� • . ' N�Fi7C�31O��!■I�■■� �{ ..ME 0- OAF MEN ENE INS111 ® �� ® I ® - !1111■■ � , � / ( ' i � ��_. �1� 1111) jF ► /P-- i i I a 4, r Jam` •- FTA■NAIM ■ / i • �Ci ...� j C • / - a- iii■■ • - Vic%►.., //�,. /', ,,�': I �i... � I :, ►`'',I �t = _ ,►■ ' 10, j 1 r� ///� .► _— _ �■ 1111! • , r: _dip ~ J i 1 • .1 '� P WIN IN � _ �/� � �' I • • ICN■■ ,1 . � -- r�=—�==I_.I � � �► a� 1111 �� • • �I I gib_ J �I No Emus 10 5 1 50 ■■■E �I �� I '1 1 1 1111■■ • - • �� P ��(�� 1 �� ',■■■■■ �, LOT: r { ( / 1111■■■ � �� /I{ I ii 1111■■ 11ONE • - - OEM WOROW • ,� �� / , �) '�I , 110ENTER ADDITION 11■■■ `■ �. ,� IN LJ ■1111■■ CITY OF SOUTHLAKE MOEN • \ iiii - - �►� � _, �.-�r------'— — / _ � 1111■■■ - -- .®. ,`' ' ■ ' iii■ -- •r !i�l� ■.�_ u • , ; o , /; C ONMEN ES ilii � � , ' � r • ` • � • _E LANE OEM • • •' • � � � 1111■11 ' • _ opq • MEN N■■ ' 1111■■ _ - Ilk moms MEMO so moms MEMO ,; ; • I ��• � (�� I i V . 1111■■ EX15TIN6 CONCRETE DRIVE/PARKIN LOT 5RI-- I 1-L=1-- --- - - d - 1 1- — I -1-111 _ _—i--111-1-1_ \ I I I I I—I —_—_ II —11 OU �� — - — _ 0 � I f fit, � 24-0.14.51-611 - z u- I� I — — — — _ — N. �� Y�4.C�:('J o W 8- u - — = 1 — 1--1 — == W 2 i �� — — _ — — —1 II — — --- -- — 10, I— -- ► I---1-41 =fj— L 2 53o GY I 11- - -_ -_ - _ FUTU BUILDING; SITE co 1007 -_-I w _ — — — — A55TRACT 106 TRACT 6A HOPKINS D — N i I— — I —1 —1\ —1 1 - C/ �` — — — — — — r I \ ALLAS PROPERTIES LTD I — — — — — HOOD THOMAS -c ZONING: 0-2 \ USF d' I _ _ tIll — I = I=_ I _ I \ \ LUD: MIXED USE I-- —=I=I I 51 T 04,TA 5U MARY CHART LOT 3R2 LOT 3RI i k EXI5TING ZONI O r 0-2 0-2 PROP05ED Zc 1NIN 6, 5P-1 SP -1 5P-1 1111■■■ 10 0 -MEMO • TRAFFIC FLOW •/ r- r� : 1 op- t I , e I i I /I Y i • I I (� 1 INNS!! -ice i �� / � / 1111■ liw man 1 1111■■Si. � � _ I .� -- � � � .• � x!11■ ,. (i .�! .. �. 1all1E.O�f � • � , • �� ii®ii, . MEMEMENI®• '' ' - �, ■• �� _ 1111■■i j IN�� ( • .�' ,� • . ' N�Fi7C�31O��!■I�■■� �{ ..ME 0- OAF MEN ENE INS111 ® �� ® I ® - !1111■■ � , � / ( ' i � ��_. �1� 1111) jF ► /P-- i i I a 4, r Jam` •- FTA■NAIM ■ / i • �Ci ...� j C • / - a- iii■■ • - Vic%►.., //�,. /', ,,�': I �i... � I :, ►`'',I �t = _ ,►■ ' 10, j 1 r� ///� .► _— _ �■ 1111! • , r: _dip ~ J i 1 • .1 '� P WIN IN � _ �/� � �' I • • ICN■■ ,1 . � -- r�=—�==I_.I � � �► a� 1111 �� • • �I I gib_ J �I No Emus 10 5 1 50 ■■■E �I �� I '1 1 1 1111■■ • - • �� P ��(�� 1 �� ',■■■■■ �, LOT: r { ( / 1111■■■ � �� /I{ I ii 1111■■ 11ONE • - - OEM WOROW • ,� �� / , �) '�I , 110ENTER ADDITION 11■■■ `■ �. ,� IN LJ ■1111■■ CITY OF SOUTHLAKE MOEN • \ iiii - - �►� � _, �.-�r------'— — / _ � 1111■■■ - -- .®. ,`' ' ■ ' iii■ -- •r !i�l� ■.�_ u • , ; o , /; C ONMEN ES ilii � � , ' � r • ` • � • _E LANE OEM • • •' • � � � 1111■11 ' • _ opq • MEN N■■ ' 1111■■ _ - Ilk moms MEMO so moms MEMO ,; ; • I ��• � (�� I i V . 1111■■ EX15TIN6 CONCRETE DRIVE/PARKIN LOT 5RI-- I 1-L=1-- --- - - d - 1 1- — I -1-111 _ _—i--111-1-1_ \ I I I I I—I —_—_ II —11 OU �� — - — _ 0 � I f fit, � 24-0.14.51-611 - z u- I� I — — — — _ — N. �� Y�4.C�:('J o W 8- u - — = 1 — 1--1 — == W 2 i �� — — _ — — —1 II — — --- -- — 10, I— -- ► I---1-41 =fj— L 2 53o GY I 11- - -_ -_ - _ FUTU BUILDING; SITE co 1007 -_-I w _ — — — — A55TRACT 106 TRACT 6A HOPKINS D — N i I— — I —1 —1\ —1 1 - C/ �` — — — — — — r I \ ALLAS PROPERTIES LTD I — — — — — HOOD THOMAS -c ZONING: 0-2 \ USF d' I _ _ tIll — I = I=_ I _ I \ \ LUD: MIXED USE I-- —=I=I I 51 T 04,TA 5U MARY CHART LOT 3R2 LOT 3RI TOTAL EXI5TING ZONI O G-2 0-2 0-2 PROP05ED Zc 1NIN 6, 5P-1 SP -1 5P-1 LAND U5E DE 1ONATION (LU 67RO55 ACRE) v5E 2.220 ACRE bq? ACRE 2.x17 ACRE 86,683.80 5F 30368.72 5F 12105232 5F NET ACREAGE ( RIGHT OF WAY) 2.220 ACRE her ACRE 2.817 ACRE NET ACREAGE 86,683.80 5F 30368.12 5F 121052.52 5F PERCENTAGE 0 51TE COVERAGE ib% 22% I7� AREA OF LAN SGAPE 2q,025 5F 11,238.12 5F 40,263.2 5F PERCENTAGE OF LANDSCAPE 30% 51% 32% AREA OF IMPER IOU5 COVERAGE 6h,658 5F 19,130 5F 86,188 5F PERCENTAGE O RV. COVERAGE -70 65% 65 BUILDING FO RINT 15,575 5F 6,623 5F 22,198 5F TOTAL PROP EC BUILDING AREA 43,861 5F 6,623 5F 50,484 5F NUMBER OF 5 RIE, 5TORIE5 I STORY 4 5TORIE5 MAXIMUM BUI DI G HEIGHT 4'-5" 27'-6" 64'-5" REQUIRED P INC PER 5P -I GENERAL ICE TOTAL RHOL IRED J2,256 5.F. 6,623 5.F. 48,909 5.F. 50,484 5F / 314 = 161 PROP05ED P KING 5PAGE5 TOTALS E5 PROVIDED 5TANDARD: 155 HANDICAP: 6 I61 REQUIRED L INO 5PAGE5 I PROVIDED L INC 5PAGE5 I I = ° I� i__ — —� ( PARKING I-ATOWILL E MET AS A �IHOLE \ / \ ANIS NOT o A LOT BY LOT BASIS "fir/ 51 E PLAN - OA51= #ZA15-0003 FOR KAY NOT INH I TE CHAPEL OFFICE COMPLEX / T J ARIABLE RIGHT Or- TRACT 60 THOMAS M WOOD SURVEY ABSTRACT NO 106 a0Ot (RIGHT OF LOT: 5R2 BLOCK: \/ y 10'-O"± STRE IDTH PAOFFICZ CENTER AWITION N. WHITE GHAPEt. BLVD. CITY OF SOUTML e ® \ TARRANT COUNTY, TEXAS 160612 • / ! T �/ \ I 1 RI W. � 114, D� SITE A / \ / CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS 160612 7Z!,/ % \ ( 811 "152% Aff LICOMT. RoemMITIPE, SL BLAKE 1202 S. GROAD, SUITE A SSE TEXAS 16082 r ° t / TEL: 60143mo CFH 0000, ' r;N 4 BLAKE A \ I 120 S. White Chapel Road Suite A \ So thlake, Texas 76092 817-488-9397 r VATS: AUCGUST 24, 2018 5HEr=T OF i, 11 = ° I� i__ — —� ( PARKING I-ATOWILL E MET AS A �IHOLE \ / \ ANIS NOT o A LOT BY LOT BASIS "fir/ 51 E PLAN - OA51= #ZA15-0003 FOR KAY NOT INH I TE CHAPEL OFFICE COMPLEX / T J ARIABLE RIGHT Or- TRACT 60 THOMAS M WOOD SURVEY ABSTRACT NO 106 a0Ot (RIGHT OF LOT: 5R2 BLOCK: \/ y 10'-O"± STRE IDTH PAOFFICZ CENTER AWITION N. WHITE GHAPEt. BLVD. CITY OF SOUTML e ® \ TARRANT COUNTY, TEXAS 160612 • / ! T �/ \ I 1 RI W. � 114, D� SITE A / \ / CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS 160612 7Z!,/ % \ ( 811 "152% Aff LICOMT. RoemMITIPE, SL BLAKE 1202 S. GROAD, SUITE A SSE TEXAS 16082 r ° t / TEL: 60143mo CFH 0000, ' r;N 4 BLAKE A \ I 120 S. White Chapel Road Suite A \ So thlake, Texas 76092 817-488-9397 r VATS: AUCGUST 24, 2018 5HEr=T OF 54% 5URFACE AREA 46% OLA55 AREA 43% STONE VENEER 8% METAL 4,% STUGGO VENEER _ 111 �0 o FILM NAME: 11141-WHM-AN-C (08-24-200) HK .OS F.F. i ZY=�� --o Oo O L----------------------- ELEVATION rwh6ax: 1/611=11-011 714% 5URFACE AREA 26% &LAt55 AREA 45% STONE VENEER 2% METAL 55% STUGGO VENEER OPEN TO OPEN TO- y y OPEN TO OPEN TO Em�- PARKING GARAGE PARKING GARA6E PARKING GARAGE PARKING GARAGE P.P. _ - _ _ _ _ _ - P.P. o FIRST FLOOR - PARKING O ARA5E OPENING TO OPENING TO OPENING TO OPENING TO OPENING TO OPENING TO PARKING GARAGE PARKING GARAGE PARKING GARAGE PARKING GARAGE PARKING GARAGE- - _ _ PARKING GARAGE -------------------------------- u a 1'ILM water= rri6r-bet a* (0&-24-200) taw, .20 CD ,L T 51 r;)E (AE57) ELEVATION M -i -- '�- 1��' W � � h**:X 1-2 (J 4a% 5URFACE AREA 51% 6LA55 AREA 55 STONE VENEER a% METAL 54% STUGGO VENEER i 1 rX VVWZMW� ...AH1 HAI p BLAKE ARCHITECTS 5 NO i •• I� �I v y' N I� $ x CHAPEL IN Southlake, Texas 76092 817-488-9397 I��4/��I$N. WHIfi� XIS ii 7 low lilt I 17L I ;Sol E MAN - ----- __--------_----__�-------- _-- # 1398 #1396 24 mt CHITT 8 #1399 1399 23"dt CHITT 10"CHITT - # 1400 lie--- I� 1 LB 1"CHI I 3 I F�Msf � i r �_n LB / LB 7 S, - SE 170sf MF4� I I - 9 8 Mg RY i 330sfi w - — - --- - .:' D1 / I� LB _ 9 MS 71. 162sf 4 \ 1 5 M j PW 260sf I 143sf63 I I I MFG LB / 5 2 SE NPf 07 PW 160sf2 VT E 66 rn l150 f / 20 / GL SE 3 I 9 /W 169 O � sf DP VT 14 --- SE J # 1414 9 ( 22"ASH LO 1 � 66 SE / i / GM � VT BU FFE 8 BUFFER L I / w 4 2S:I _ j BC I\�C/FicFR m # 1415 Q 122"SOAP in #1416 ° 23"ASF BUFFER 15 GM SE Q # 1403 --------- ft-CHITT ------- 0 —A# 1404 30,G � � E 45 102sf 7 NP _G T - v� b J 292sf 16 IH HC �^ ^ — 11 64 55 BUFFER 109sf map fj 01 WN lare — ®4i I. 0 �a•�Oxo�O»O�aOs0�.►0xO�n�'��4��0�0•�0.�0�� CP ,_ 78sf 3 4E 6 GSN 4 GSN 2 CMB HC / / — 9 7 CP GSN NP cQrx GL 8 270sf i 1 140 78sf / LB CMN BUFFER CMN BUFFER LB MS Z 5 MS GL 165f i CO BUFFER 10 BUFFER LO BUFFER DRENCH WITH COMPOST TEA OR GARRETT JUICE AT TIME OF INSTALLATION TREE STAKING TO BE PROVIDED ONLY AS REQUIRED OR AT REQUEST OF OWNER/LANDSCAPE ARCHITECT ROLE WIDIH SHALL T THREE GREATER THAN SIZE AND REIMBURSED AT PER TREE COST DIAMETER OF TREE BALL NOTES SPACING EXISTING NATIVE SOIL BACKFILL ONLY / � I 12-14' SHREDDED CEDAR MULCH AS SPECIFIED NURSERY GROWN 25'-I QUERCUS MACROCARPA TAPER FROM 1/2" AT TRUNK TO 3-5" 15 EXISTING FINISH GRADE EAST AT OUTSIDE EDGE TREE HOLE CHINKAPIN OAK 3 4" CAL. 12-14' 6-7' NURSERY GROWN NONE w� PROVIDED z 5'-A 2 EX. *2 UNDISTURBED SUBGRADE = - - Y�. tl�;;4'IIIIII-1111 12-14' MODEL 65BG-NS BELOW -GRADE NURSERY GROWN T -A ULMUS PARVIFOLIA SEMPERVIRENS 5 20 —III IIIIIIIII=III CE TREE STAKING AS MNFG. BY — =III `�° 12-14' wFo o" "TREE STAKE SOLUTIONS" (www.treesta kesolutions.com) TREE PLANTING SHADE TREE - 3" CAL. and smaller not to scale DRENCH WITH COMPOST TEA OR GARRETT JUICE AT TIME OF INSTALLATION TREE STAKING TO BE PROVIDED ONLY AS REQUIRED OR AT REQUEST OF OWNER/LANDSCAPE ARCHITECT AND REIMBURSED AT PER TREE COST QftIIki11►F-1w0�YiJ14-1401RIto] ►117 1 SHREDDED CEDAR MULCH AS SPECIFIED TAPER FROM 1/2" AT TRUNK TO 3-5" AT OUTSIDE EDGE TREE HOLE UNDISTURBED SUBGRADE',� MODEL 65BG-NS BELOW -GRADE TREE STAKING AS MNFG. BY "TREE STAKE SOLUTIONS" (www.treestakesol utions.com) ANGLE EDGING AS SHOWN AT ALL EDGING/PAVEMENT INTERSECTIONS 21/2"-3" IF- SIDEWALK/ i" 1 1/2" PAVEMENT LLLEX. GRADE 60 / �/////\ STEEL EDGING AS PER SPECIFICATIONS STEEL EDGING NOT TO SCALE TREE PLANTING TYPICAL MULTI -TRUNK TREE not to scale FINISH GRADE w� m� �II�I aw o� BUFFERYARD SCHEDULE I I MATERIAL QNTY SIZE HT I I NOTES SPACING BO / � I 12-14' 6-7' NURSERY GROWN 25'-I QUERCUS MACROCARPA 3 EX. *1 15 NONE EAST I �I FFER / I / I I/ BUFFER I I C I I I I I PLANTLIST SYM MATERIAL QNTY SIZE HT SP NOTES SPACING BO BURR OAK 3 4" CAL. 12-14' 6-7' NURSERY GROWN 25'-I QUERCUS MACROCARPA 3 EX. *1 15 NONE EAST CO CHINKAPIN OAK 3 4" CAL. 12-14' 6-7' NURSERY GROWN NONE QUERCUS MUHLENBERGIA PROVIDED z 5'-A 2 EX. *2 LB LACEBARK ELM 9 4" CAL. 12-14' 7-8' NURSERY GROWN T -A ULMUS PARVIFOLIA SEMPERVIRENS 5 20 NONE CE CEDAR ELM 4 4" CAL. 12-14' 6-7' NURSERY GROWN 20 ULMUS CRASSIFOLIA EAST REQUIRED 248' 10'-E BC BALD CYPRESS 7 4" CAL. 12-14' 6-7 NURSERY GROWN TAXODIUM DISTICHUM 3 3+X 2PROPOSED *4 20 NONE CP CHINESE PISTACHE 4 4" CAL. 12-14' 6-7' NURSERY GROWN 30 PISTACIA CHINENSIS NORTH PROVIDED 1" 10'-F1 CMN CRAPE MYRTLE 8 30 GAL. 8-10' 4-5' _ CONTAINER GROWN LAGERSTROEMIA INDICA 'NATCHEZ" J LU CMB CRAPE MYRTLE 7 30 GAL. 8-10' 4-5' CONTAINER GROWN LAGERSTROEMIA INDICA 'BASHAM PINK' VT VITEX 25 30 GAL. 8-10' 4-5' CONTAINER GROWN VITEX AGNUS-CASTUS F-11Ivo YH YAUPON HOLLY 5 30 GAL. 8-10' 4-5' CONTAINER GROWN file name: ILEX VOMITORIA c:�Southlake-N.WhiteChapel�Idg-base_NWC,dwg sheet NR N.R. STEVENS HOLLY 3 10 GAL. 34 2-3' CONT. GROWN 4'oc ILEX x 'NELLIE R. STEVENS' IG INDIAN GRASS 39 5 GAL. 36" 20" FULL 48"oc SORGHASTRUM NUTANS OAK OAKLEAF HYDRANGEA 16 5 GAL. 24" 18" FULL 36"oc HYDRANGEA MACROPHYLLA MS MISCANTHUS 54 5 GAL. 24" 18" FULL 36"oc MISCANTHUS SIN ENSIS 'MORNING LIGHT' NP NEEDLEPOINT HOLLY 28 5 GAL. 26" 18" FULL 36"oc ILEX CORN UTA 'NEEDLEPOINT' LOR LOROPETALUM 29 5 GAL. 20" 15" FULL 36"oc LOROPETALUM CHINENSE RY RED YUCCA 35 5 GAL. 15" 20" FULL 36"oc HESPERALOE PARVIFOLIA GM GULF MUHLY 25 5 GAL. 15" 15" FULL 30"oc MUHLENBERGIA CAPILLARIS IH INDIAN HAWTHORN 33 5 GAL. 15" 15" FULL 30"oc RAPHIOLEPIS INDICA 'CALISTO' DB DWF BURFORD HOLLY 86 5 GAL. 15" 15" FULL 30"oc ILEX CORN UTA 'BU RFORDI' NANA GSN GULFSTREAM NANDINA 28 3 GAL. 12" 12" FULL 24"oc NANDINA DOMESTICA'GULF STREAM' GL GREEN LIRIOPE 714 1 GAL. 10" 10" FULL 18"oc LIRIOPE MUSCARI VL VARIEGATED LIRIOPE 111 1 GAL. 10" 10" FULL 18"oc LIRIOPE MUSCARI 'SILVERY SUNPROOF' MFG MEX. FEATHERGRASS 137 1 GAL. 10" 10" FULL 18"oc NASSELLA TENUISSIMA PW PURPLE WINTERCREEPER 517 1 GAL. min. 5 - 18" runners 18"oc EUONYMUS FORTUNEI 'COLORATUS' AN ANNUALS 366 4" POT type to be determined 9"o.c. SE STEEL EDGING 506 LIN. FT. REF. DETAIL BUFFERYARD- CANOPY ACCENT FENCE and SCREENING LOCATION LENGTH WIDTH TYPE TREES TREES SHRUBS HEIGHT and MATERIAL SOUTH REQUIRED 124' 25'-I 4 3 15 NONE (WEST) PROVIDED = 2 CANOPY TREES #1397 - 11" = 2 UNDERSTORY 25'-I 4 3 EX. *1 15 NONE EAST REQUIRED 100' 5'-A 1 2 8 NONE (SOUTH) PROVIDED z 5'-A 2 EX. *2 3 EX. *3 8 NONE SOUTH REQUIRED 249' T -A 3 5 20 NONE (EAST) PROVIDED T -A 3 6 20 NONE EAST REQUIRED 248' 10'-E 3 5 20 NONE (NORTH)PROVIDED 10'-E 3 3+X 2PROPOSED *4 20 NONE REQUIRED 366' 10'-F1 11 22 30 NONE NORTH PROVIDED 1" 10'-F1 10 EX*5 8 EX. *6 30 NONE *1 #1416 - 23" = 3 UNDERSTORY *5 #1404 - 30" = 2 CANOPY TREES *6 #1401 - 7" = 2 UNDERSTORY *2 #1415 - 22" = 2 CANOPY TREES #1403 - 27" = 2 CANOPY TREES #1400 - 10" = 2 UNDERSTORY *3 #1414 - 22" = 3 UNDERSTORY #1402 - 18" = 2 CANOPY TREES #1399 - 8" = 2 UNDERSTORY *4 #1412 - 46 = 3 UNDERSTORY #1398 - 24" = 2 CANOPY TREES #1397 - 11" = 2 UNDERSTORY 31 #1396 - 23" = 2 CANOPY TREES SUMMARY CHART - INTERIOR LANDSCAPE LANDSCAPE NOTES 1. PLANT LIST FOR THIS SHEET ONLY. 2. PLANT LIST TO BE USED AS AIDE TO BIDDER ONLY. LANDSCAPE CONTRACTOR TO VERIFY ALL QUANTITIES. 3. ALL BEDS SHALL BE ACCEPTED AT ROUGH FINISH GRADE. IF ANY EXISTING VEGETATION IS EVIDENT, LANDSCAPE CONTRACTOR SHALL SPRAY AREA WITH BROAD SPECTRUM HERBICIDE APPLICATION TO REMOVE ANY VEGETATION. 4. AFTER APPROPIATE TIME TO ENSURE A VEGETATION IS DEAD, TILL SUBGRADE AND RAKE SMOOTH, REMOVING ALL DEAD VEGETATION, STONES, CLODS AND DEBRIS. 5. AFTER INSTALLATION OF STEEL EDGING, ALL BEDS SHALL BE TILLED TO A DEPTH OF 4-6, RAKING OUT ALL DEAD VEGETATION. 6. APPLY A 2-3" DEPTH OF ORGANIC MATERIAL OVER ENTIRE BED AND TILL INTO EXISTING SOIL. ORGANIC MATERIAL SHALL BE ONE OF FOLLOWING: VITAL EARTH COMPOST BACK -TO -EARTH SOIL CONDITIONER LIVING EARTH COMPOST SOIL BUILDING SYSTEMS COMPOST SILVER CREEK MATERIALS COMPOST 7. TOPDRESS ENTIRE BED WITH MINIMUM 2" DEPTH SHREDDED NATIVE CEDAR MULCH. 8. ALL SHADE TREES AND ORNAMENTAL TREES SHALL BE PLANTED AS PER DETAILS ON SHEET L-1. 9. ALL LANDSCAPE AREAS SHALL BE WATERED WITH AUTOMATIC IRRIGATION SYSTEM, COMPLETE WITH FREEZE SENSOR, RAIN STAT, AND CONTROLLER. SYSTEM SHALL BE DESIGNED TO UTILIZE WATER -SAVING TECHNIQUES AND EQUIPMENT. INSTALLATION OF SYSTEM SHALL BE MADE BY A FIRM DULY LICENSED UNDER ARTICLE NO. 8751 VTCS (LICENSED IRRIGATORS ACT), S.B. NO. 259. LANDSCAPE LEGEND COMMON BERMUDA SOD (CYNODON DACTYLON) SOD INSTALLATION NOTES: a. ALL SUBGRADE SHALL BE ACCEPTED AT ROUGH FINISH GRADE. IF ANY EXISTING VEGETATION IS EVIDENT, LANDSCAPE CONTRACTOR SHALL SPRAY AREA WITH BROAD SPECTRUM HERBICIDE APPLICATION TO REMOVE ANY VEGETATION. b. AFTER APPROPIATE TIME TO ENSURE A VEGETATION IS DEAD, TILL SUBGRADE AND RAKE SMOOTH, REMOVING ALL DEAD VEGETATION, STONES, CLODS AND DEBRIS. c. SOD SHALL BE VIGOROUS, WELL AND SHALL BE DELIVERED AT A UNIFORM SOIL THICKNESS. d. SOD SHALL BE LAID WITH ALTERNATING JOINTS. e. ALL SOD SHALL BE ROLLED TO CONSISTENT SURFACE, FILLING JOINTS WITH COARSE SAND AS REQUIRED. 10 50 LANDSCAPE AREA % OF AREA IN FRONT OR SIDE CANOPY TREES UNDERSTORY TREES SHRUBS GROUND COVER (SQ. FT.) SEASONAL COLOR (SQ. FT.) REQUIRED 7,780 SF 75% (5,835 SF) 16 31 195 1167 156 PROVIDED 17,824 SF 6,760 SF 19 33 251 3374 204 LANDSCAPE NOTES 1. PLANT LIST FOR THIS SHEET ONLY. 2. PLANT LIST TO BE USED AS AIDE TO BIDDER ONLY. LANDSCAPE CONTRACTOR TO VERIFY ALL QUANTITIES. 3. ALL BEDS SHALL BE ACCEPTED AT ROUGH FINISH GRADE. IF ANY EXISTING VEGETATION IS EVIDENT, LANDSCAPE CONTRACTOR SHALL SPRAY AREA WITH BROAD SPECTRUM HERBICIDE APPLICATION TO REMOVE ANY VEGETATION. 4. AFTER APPROPIATE TIME TO ENSURE A VEGETATION IS DEAD, TILL SUBGRADE AND RAKE SMOOTH, REMOVING ALL DEAD VEGETATION, STONES, CLODS AND DEBRIS. 5. AFTER INSTALLATION OF STEEL EDGING, ALL BEDS SHALL BE TILLED TO A DEPTH OF 4-6, RAKING OUT ALL DEAD VEGETATION. 6. APPLY A 2-3" DEPTH OF ORGANIC MATERIAL OVER ENTIRE BED AND TILL INTO EXISTING SOIL. ORGANIC MATERIAL SHALL BE ONE OF FOLLOWING: VITAL EARTH COMPOST BACK -TO -EARTH SOIL CONDITIONER LIVING EARTH COMPOST SOIL BUILDING SYSTEMS COMPOST SILVER CREEK MATERIALS COMPOST 7. TOPDRESS ENTIRE BED WITH MINIMUM 2" DEPTH SHREDDED NATIVE CEDAR MULCH. 8. ALL SHADE TREES AND ORNAMENTAL TREES SHALL BE PLANTED AS PER DETAILS ON SHEET L-1. 9. ALL LANDSCAPE AREAS SHALL BE WATERED WITH AUTOMATIC IRRIGATION SYSTEM, COMPLETE WITH FREEZE SENSOR, RAIN STAT, AND CONTROLLER. SYSTEM SHALL BE DESIGNED TO UTILIZE WATER -SAVING TECHNIQUES AND EQUIPMENT. INSTALLATION OF SYSTEM SHALL BE MADE BY A FIRM DULY LICENSED UNDER ARTICLE NO. 8751 VTCS (LICENSED IRRIGATORS ACT), S.B. NO. 259. LANDSCAPE LEGEND COMMON BERMUDA SOD (CYNODON DACTYLON) SOD INSTALLATION NOTES: a. ALL SUBGRADE SHALL BE ACCEPTED AT ROUGH FINISH GRADE. IF ANY EXISTING VEGETATION IS EVIDENT, LANDSCAPE CONTRACTOR SHALL SPRAY AREA WITH BROAD SPECTRUM HERBICIDE APPLICATION TO REMOVE ANY VEGETATION. b. AFTER APPROPIATE TIME TO ENSURE A VEGETATION IS DEAD, TILL SUBGRADE AND RAKE SMOOTH, REMOVING ALL DEAD VEGETATION, STONES, CLODS AND DEBRIS. c. SOD SHALL BE VIGOROUS, WELL AND SHALL BE DELIVERED AT A UNIFORM SOIL THICKNESS. d. SOD SHALL BE LAID WITH ALTERNATING JOINTS. e. ALL SOD SHALL BE ROLLED TO CONSISTENT SURFACE, FILLING JOINTS WITH COARSE SAND AS REQUIRED. 10 50 z 00 - O LU � � O U revisions 04-27-18 z 05-18-18 06-12-18 08-24-18 z LU U z /\ LU I� O U W O J LU 1" Q V J LU m �_ (� U LU F-11Ivo ��// O z z C:) file name: c:�Southlake-N.WhiteChapel�Idg-base_NWC,dwg sheet I I 1 I \ '0 0 15 30 60 ( IN FEET ) 1 INCH = 30 FT LEGEND r TREE TO REMAIN TREE TO BE REMOVED OFF-SITE TREE TREE CANOPY COVERAGE DOVE SITE o sy r r4 J c=n Q U HIGHLAND UJ Z TOTAL SITE AREA 127,053 S.F. TOTAL EXISTING CANOPY 18,336 S.F. --> 14.4% REQUIRED CANOPY PRESERVATION 12,835 S.F. --> 70.0% PRESERVED CANOPY 13,193 S.F. --> 72.0% REMOVED CANOPY 5,143 S.F. --> 28.0% 18,336 S.F. ->100.0% TREES TO REMAIN Tree # Size & Species 1395 20" POST OAK OAK 1396 DOUBLE 14"16" 1397 11" 1398 12"10"6"7" 1399 8" 1400 10" 1401 7" 1402 18" POST OAK OAK 1403 8"918" 1404 11"12"12"12" 1412 MULTIPLE POST OAK OAK 1414 22" 1415 22" 1416 MULTIPLE 1417 24" POST OAK OAK 1419 11" POST OAK OAK 1420 16" POST OAK OAK 1421 12" POST OAK OAK 1422 22" POST OAK OAK 1423 DOUBLE 12" elm elm TREES TO BE REMOVED Tree # Size & Species 1405 10" HACKBERRY 1406 10" 1407 15" 1408 j 14"10"11" 1409 19" POST OAK OAK 1410 DOUBLE 13" POST POST 1411 DOUBLE 18" POST POST 1413 DOUBLE 18" POST POST Z m 0 CL W O U) Z (I. X W Q X z -jw F-0 w� Q W O .. W DC=Uv rrW^^ v) W .J W U M wM z. D 01110 w LL p rT� zx C c W U) ixi M > w A L.J Z CL W U) Z CL Q X W Q X O= -jw F-0 CL 2 Q W O .. W DC=Uv rrW^^ v) W .J W U � LL D oC LL p O W0 U) W 01 BENCHMARKS: Y CITY BENCHMARK = XXX ~ ELEVATION: XXX O i Z 5 a Q 0 N 13: � QW Of Q W F— A W J CL DOI No. 2017122UU o N N r - V_ CD N O Z TREE CITY CASE NO. ZA18-0003 o i DETENTION CO POND' 0.20 0.6 (OS -2 h n � 0.50 1.4 i A C - ,s a� C \ Q? 0 15 30 60 ( IN FEET ) 1 INCH = 30 FT GRADING LEGEND FF = FINISHED FLOOR TP = RATIONAL METHOD RUNOFF CALCULATIONS DRAINAGE AREAS - FULLY DEVELOPED TI = TOP OF INLET GT = Area No. Area (AC) Description 'C Value T, (Min) 11(IN/1-1111) Q1 (CFS) do (IN/HR) Q10 (CFS) 1100 (IN/HR) Q100(CFS) A-1.1 0.72 PAVEMENT 0.88 10 4.06 2.6 6.51 4.1 9.24 5.9 A-1.2 0.20 DETENTION POND 0.30 10 4.06 0.2 6.51 0.4 9.24 0.6 A-1.3 0,40 PAVEMENT 0.88 10 4.06 1.4 6.51 2.3 9.24 3.3 A-1.4 0.98 PAVEMENT 0.88 10 4.06 3.5 6.51 5.6 9.24 8.0 A-2 0.01 PAVEMENT 0.88 10 4.06 0.0 6.51 0.1 9.24 0.1 A-3 0.03 LANDSCAPING 0.30 10 4.06 0.0 6.51 0.1 9.24 0.1 A-4.1 0.14 LANDSCAPING 0.30 10 4.06 0.2 6.51 0.3 9.24 0.4 A-4.2 0.40 PAVEMENT 0.88 10 4.06 1.4 6.51 2.3 9.24 3.3 OS -1.1 0.12 UNDEVELOPED 0.30 10 4.06 0.1 6.51 0.2 9.24 0.3 05-1.2 0.77 PAVEMENT 0.78 10 4.06 2.4 6.51 3.9 9.24 5.5 OS -1.3 1.45 UNDEVELOPED 0.30 10 4.06 1.8 6.51 2.8 9.24 4.0 OS -2 0.50 UNDEVELOPED 0.30 10 4.06 0.6 6.51 1.0 9.24 1.4 OS -3 0.45 UNDEVELOPED 0.30 10 4.06 0.5 6.51 0.9 9.24 1.2 OS -4 0.56 UNDEVELOPED 0.30 10 4.06 0.7 1 6.51 1 1.1 9.24 1.6 0 15 30 60 ( IN FEET ) 1 INCH = 30 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 600 ---601--- --}--600 601 C«2 0.521 0.2 101 O 0 w 00 It �21 V� M H Wen o h z C_ rT1 z� a o00 a �M ti M HO h UH� o 0a J (-9 Q W Z z UJ �w r'r CL w F -O w Z <( C3 u � Cr O O -� w 0 0 W X W DRAINAGE AREA DIVIDE w - EXISTING MAJOR CONTOUR LL! EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING DRAINAGE AREA EXISTING FLOWPATH FLOW DIRECTION DRAINAGE AREA LABEL LQ100 (CFS) AREA (AC) DESIGN POINT INLET DESIGNATION 1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL ENGINEERING PLANS 2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR SITE DEVELOPMENT AND CONSTRUCTION. (LATEST EDITION) 3. 4. Y O Z Q CL Ca Q Z <( D cc O i- O W w of w Q W LL DOCUMENTATION AND SUPPORTING CALCULATIONS FOR DETENTION ASSESSMENT TO BE PROVIDED BY SEPARATE REPORT. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR ADJUSTMENTS TO THIS PLAN d U W U u_ u_ O D. U w .7 I -- O Z W O LL H W W O qG DOI No. 201712200 0 N N r -- r` O N 6 GRAD Z CITY CASE NO. ZA18-0003 f / \ I / \ W / \ LI7 \ O 7 f / 300' FH / RADIUS (TYP) t, f INSTALL r SSMH ' ,ate / \ ? v t - -- HF -- -..- -- �-+� -- -- L7 - 'v'o'". .,;,_�-----tcii=_ --- - { xt. r =✓' rr°a,,,"', _x -,-' ;- �-- -moi r ----r,-_ / F\ 15' f 1' — l SANITARY f / SEWER I Eq EASEMENT f i INSTALL: SSMH i f 15' f WATER f EASEMENT \ _ - 1 I \ I INSTALL: 8"x6" TEE \\ f f 6" GATE VALVE \ -- i \ \\ f t DRAINAGE \x \ f I EASEMENT 15' WATER �1 EASEMENT ui _z I STORMWATEI �\ r' W ( DETENTION AREA 0 f INSTALL: \\ 8" GATE VALVE CON CT TO EX 12" WATER CONNECT TO MH AT E. KIRKWOOD BLVD. & ST. TROPEZ DR. INSTALL: \ SSMH \ SEWER LINE SHALL BE SDR -35 PVC. 2. ALL WATER PIPE SHALL BE SDR -18 C-900. 3. ALL 11 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 15' f 1' — l SANITARY f / SEWER I Eq EASEMENT f i INSTALL: SSMH i f 15' f WATER f EASEMENT \ _ - 1 I \ I INSTALL: 8"x6" TEE \\ f f 6" GATE VALVE \ -- i \ \\ f t DRAINAGE \x \ f I EASEMENT 15' WATER �1 EASEMENT ui _z I STORMWATEI �\ r' W ( DETENTION AREA 0 f INSTALL: \\ 8" GATE VALVE CON CT TO EX 12" WATER CONNECT TO MH AT E. KIRKWOOD BLVD. & ST. TROPEZ DR. INSTALL: \ SSMH \ 0 15 30 60 ( IN FEET ) 1 INCH = 30 FT NOTES: LEGEND m ss 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 I ip�� a / �W0u.i H T � [� W pq O [n �cl- z� Z ~� U � w � z CNL / J 0ON 0 U) a° M0 Z �~ x CL 0-0 lAl _ II, 0 15 30 60 ( IN FEET ) 1 INCH = 30 FT NOTES: LEGEND m ss 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 Z � J M O CL O �- w W z J ip�� a �W0u.i H T � [� W pq O [n �cl- z� Z ~� U � w � W� ON J 0ON 0 U) a° M0 Z �~ x CL 0-0 Z � J CL x �- Q W —ZJLI..! J U a �W0u.i [� W J Z H � x©O J p U) W Z x CL METER AND PUBLIC FROM THE METER TO THE WATER MAIN. II 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. 0 Q 0.. z 4 Z U !Y O W w c� w W CL O U W U L% LL O a U W H r 0~C z 0 LL F— w w 0 a DOI No. 201712200 0 ✓� .' �� O N rte"' i s �v li r 04 UTIL CITY CASE NO. ZA18-0003 0