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Item 6A - Plans at 1st Reading0 0 z Q J w U) I a_ rn w w 0 / D D Q U w Y Q J _ O N Q J O Z Qn O :2 _ N O ZLo N N Ld Of O Y O U N Q� N _J \�\ U � N � 0- M � > 0 Q 0 Q H O N Q F__ OOU(n J J O Q 0- 0- J J BU/LD/NG L//VE Z W W U) Q W U) U) W U Q ~ o6 U W ~ Q � Zo CD ti F- N J 0 W Z Q J W LL It N SITE DATA SUMMARY w Y ZONING EXISTING NUMBER OF GROSS LOT SIZE NET LOT SIZE T MAX. BLDG # OF LOT COVERAGE FLR AREA RATIO PARKING HANDICAP SP. TOTAL IMPERVIOUS TOTAL PERVIOUS LOT oa w o J - X > > a w J O z BLDG. AREA (SQ. FT.) . WALL 8,600 SF W (4,300 SF z 0 j`, EXISITING PROPOSED ACRES SQ. FT. ACRES SQ. FT. REQ. PROV. REQ. PROV. REQ. RATIO REQ. PROV. REQ. PROV. (SQ FT) (0/0) (SQ FT) (0/0) SO°02'07"W L.U.D. LOTS 0 6 HGT. (FT) STORIES ` z ~ - 1.11' L.U.D.: MIXED USE 15' BUILDING II 18' 24' 7 15' BUILDING 9 SETBACK 3' GRATE INLET I PROPOSED CUT CURB FLUME SETBACK 9 5.5' I 24' FL 18' 10'BUFFERYARD 4 1:1.25 (TYPE A) LOT 2 OFFICE (1 PER .I. BLDG 2 U ``• 8,600 SF • r - �;+••• LOT 1 AG SP -1 MIXED USE 1 LOT 0.67 29,347 0.67 29,347 8,400 34'-0" 2 50% MAX 14.3% 5x5 7 0.29 .2 33 34 2 2 22,436 76% 6,911 24% ` • ` ` • ` S89°57'53"E 116.13' ` 17.17' MAX 300 SQ FT) 1:1.25 OFFICE (1 PER LOT 2 AG SP -1 MIXED USE 1 LOT 0.59 25,553 0.59 25,553 8,600 34'-0" 2 50% MAX 16.8% MAX 0.34 300 SQ FT) 29 36 2 2 17,310 68% 8,243 32% 1:1.25 OFFICE (1 PER LOT 3 AG SP -1 MIXED USE 1 LOT 0.61 26,525 0.61 26,525 8,600 34'-0" 2 50% MAX 16.2% MAX 0.32 300 SQ FT) 29 30 2 2 20,377 77% 6,148 23% TOTAL 3 LOTS 1.87 81,425 1.87 81,425 25,600 90 100 6 6 60,123 74% 21,302 26% I I I I I 15' ACCESS ESM" I I I I I I 1 � w Y �4� C4> Q J BLDG 1 PROPFDC • • . I I � I I T Provided Area (sq. ft.) 0- w �/ V (� J V) 00 a Q f__m . 0 Co Z Z X-5 J U Lu z :�o Y �t z oa w o J - X > > a w J O z '• . WALL 8,600 SF W (4,300 SF z 0 I I I 1 � I ET I LT7= 1 1_7z ................... �4� C4> i BLDG 1 PROPFDC • • . I I � I I T Provided Area (sq. ft.) � �/ �/ V �/ I 8,400 SF ...•.•.•... . .o . r �. . . .' RETAINING 2 N 2 I� (4,300 SF '• . WALL 8,600 SF 5 (4,300 SF . . LAND- .`.., .`.`.`.`.`.`.`.`.`.`.`.`.`. j`, I�+`•`•` FL . o� PROPOSED SCAPE.`.`.`.`.`.`.`.`.`.`.`.`.`.`.`.`.`.`.`.` . X_: � • • - DUMPSTER 1742 p DRAIN T1 PROP LINE o ` I. NOLEN OFFICE PARK ADDITION 30' BUILDING W1 ............................... I ET I LT7= 1 1_7z ................... �4� C4> i BLDG 1 PROPFDC • • . LOT 11 T Provided Area (sq. ft.) � �/ �/ V �/ I 8,400 SF ...•.•.•... . .o . r �. . . .' RETAINING 2 N 2 I� (4,300 SF '• . WALL 8,600 SF 5 (4,300 SF . . LAND- .`.., .`.`.`.`.`.`.`.`.`.`.`.`.`. j`, I�+`•`•` FL . o� PROPOSED SCAPE.`.`.`.`.`.`.`.`.`.`.`.`.`.`.`.`.`.`.`.` . X_: � • • - DUMPSTER 1742 p DRAIN T1 PROP LINE o ` I. NOLEN OFFICE PARK ADDITION 30' BUILDING F_- SO°02'07"W I None 0 6 SETBACK �, • ` z ~ - 1.11' L.U.D.: MIXED USE 15' BUILDING II 18' 24' 7 15' BUILDING 9 SETBACK 3' GRATE INLET I PROPOSED CUT CURB FLUME SETBACK 9 5.5' I 24' FL 18' 10'BUFFERYARD 4 O (TYPE A) LOT 2 5 .I. BLDG 2 U ``• 8,600 SF • r - �;+••• (4,300 SF N FOOTPRINT) - - I �--------- 'o PROP FHYD 2 4 I � 2 0 g' • FIRE RISER ROOM 1 5x5 7 .2 h? ` PROP FDC in I``N . ... ` • ` ` • ` S89°57'53"E 116.13' ` 17.17' LOT 1R3, BLOCK 1 GEORGETOWN PARK ADDITION DOC. No. D213017713 P.R.T.C.T. EX. ZONING: 01 L.U.D.: RETAIL COMMERCIAL OWNER: LAURENCE P CESANDER * PARKING RATIO IS 8 SPACES FOR 1ST 1,000 SF THEN 1/300 SF SOUTH NOLEN MEDICAL CONDO LOT 1 EX. ZONING: SP1 29.57% OF COMMEN AREA UNIT 1 L.U.D.: RETAIL COMMERCIAL D220001929 NOLEN OFFICE PARK OWNER: CASTLE HILLS PROPERTY PARTNERS LLC - 0 VILLAGE CENTER DRIVE FUTURE SIDEWALK TO BE BUILT WITH VILLAGE CENTER Ll EXTENSION (ESCROW) v v vvv v I 71129I 2 -fl 378.95' Ll - I '- 5' RUFFE ••�•••••••� `...a . . . . . . • . . a . . . . .`.`.�. (TYPE A) IL %D- CURB INLET I' 4 N , N STAIRS - I N89°57'53"W O 1503' . 3 PROPOSED N N PROP LINE 2 18' LIGHT POLE LIGHT POLE FL r I °' ?T 7 I J 2 . .A- )NCRETE LL_ MERCIAL DRIVE ONCRETE DRIVE VILLAGE CTR DR. v v •� vvi pili ri�l I� � .r. ` }RF,7AIN1MQ I ` . 1'y FIRE RISER ROOM 5'x5' LOT 1 Z 0, 196.89' TO NEXT DRIVEWAY 367' TO ROW -• • �`•`�` I �� �4� C4> I �4� BLDG 1 PROPFDC • • . LOT 11 T � . . n Provided Area (sq. ft.) � �/ �/ V �/ I 8,400 SF I EX. ZONING: AG 75 r 6 9WM OWNER: 2021 PRIMROSE OFFICE II LLC 2 N 2 I� (4,300 SF . v 8,600 SF 5 (4,300 SF �I-...::::::... FOOTPRINT) j`, I�+`•`•` FL O® b o� PROPOSED o� o �_ 7 X_: � • • - DUMPSTER 5'- A p ENCLOSURE T1 PROP LINE o + I. NOLEN OFFICE PARK ADDITION PROP FDC F_- SO°02'07"W Provided None 0 6 4 �, • ` z ~ - 1.11' L.U.D.: MIXED USE S89°57'53"E 132.00' 18' 24' 18' II 18' 24' 7 15' BUILDING 9 SETBACK 3' GRATE INLET I PROPOSED CUT CURB FLUME w .7( 5.5' I 24' FL 18' 5 i I 4 O 5 5 .I. O U r 1 • -• • �`•`�` 5'x5' 7 06 w �'� LIGHT POLE Canopy Trees ` LOT 11 I` Provided Area (sq. ft.) EASTER, THOMAS SURVEY; A474 4 6 l o - Cover (sq. ft.) 7 I EX. ZONING: AG 75 L.U.D: MIXED USE I OWNER: 2021 PRIMROSE OFFICE II LLC I• I•,••••. LOT 3 v BLDG 3 . v 8,600 SF I I (4,300 SF II HYDRANT I. ILL ®Joy I I�+`•`•` FOOTPRINT) . .... .. 4 9 None d DUMPSTER 5'- A I Q I p ENCLOSURE 16.9 4'. ` 3 LOT 1 BLOCK 1 + I NOLEN OFFICE PARK ADDITION PROP FDC None DOC. No. D213017713 P.R.T.C.T. Provided None _ 9 . . .., None 3 ` 4 Required L.U.D.: MIXED USE --- ------ LOT 3 BLOCK A PINNACLE POINT / EX. ZONING: SP2 I L.U.D.: MIXED USE OWNER: SP SOUTH LAKE -KI MBALL II LLC I I I I 5' UTILITY EASEMENT I I )L. 388-129, PG. 39 P.R.T.C.T. I I I I NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3. REFER TO ARCHITECTURAL PLANS FOR FENCE AND GATE DETAILS. 4. REFER TO ARCHITECTURAL PLANS FOR PROPOSED LIGHTING AND PHOTOMETRICS BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY. ELEVATION: 655.28 - CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' J I F 06 w �'� LIGHT POLE Canopy Trees Accent I I b I Ground Seasonal Color Provided Area (sq. ft.) I�cvl I 6 l o - Cover (sq. ft.) Bufferya rd Width /Type 5'- A I 5'BUFFERYARD 75 12.9 I I Iz w v FH . v I I I EX FIRE II HYDRANT I. ILL ®Joy I 3. Accent/Understory trees are required to be a minimum of 6' in height when planted. �� . .... .. 4 15 None d 188' 5'- A I Q I p 4 O W 3 LOT 1 BLOCK 1 r I NOLEN OFFICE PARK ADDITION None None DOC. No. D213017713 P.R.T.C.T. Provided None None None 3 9 West - Required L.U.D.: MIXED USE Z � I I � I ---�cp� 3 16 PROPOSED CUT CURB FLUME Provided 3 5'- A 05 4 O LIGHT POLE = LIGHT POLE PROP LINE WITH METAL GRATE O U ( 1 2 - - r - --- N---- r N$�S�OW�$.0--------------- N-------- N r - - J LL- �--------- 'o PROP FHYD 2 I � 2 0 g' I 38 '% S RU I c PROP FHYD RELOCATION (BY OTHERS. REFER TO PLANS FOR GMI HDQRTS BY CLAYMOORE ENGINEERING) WV® �WV - - - - FIRE HYDRANT TO BE RELOCATED 15' BU/LD//VG BY THER------------------- o I F 06 w �'� LIGHT POLE Canopy Trees Accent I I b I Ground Seasonal Color Provided Area (sq. ft.) I�cvl I Trees Cover (sq. ft.) Bufferya rd Width /Type 5'- A I 5'BUFFERYARD 75 12.9 I (TYPE A) Eo I O I I I I FH 11a I I I EX FIRE II I HYDRANT - 3. Accent/Understory trees are required to be a minimum of 6' in height when planted. 5' UTIL ESMT - - . . . . . 2 . . . /. 4 15 None I Q) 188' 5'- A 1a 4 15 C LOT 1 BLOCK 1 r I NOLEN OFFICE PARK ADDITION None None DOC. No. D213017713 P.R.T.C.T. Provided None None None None EX. ZONING: SP1 West - Required L.U.D.: MIXED USE Z � I I � I OWNER: MPA SOUTHLAKE MOB LLC I011 1011 1 A 11r: 0 - wieffil W5,14111 I l 1 IUT O. L AA20 EA 1 SEM ZZX -_/' N .T EX FIRE HYDRANT 88' TO PROP CORNI (480' TO FHYD AT - - - - - - - VILLAGE CENTER C SUMMARY CHART - INTERIOR LANDCAPE 9 1 06 w �'� LIGHT POLE Canopy Trees Accent Shrubs Ground Seasonal Color Provided Area (sq. ft.) J Trees Cover (sq. ft.) Bufferya rd Width /Type 5'- A Canopy Required 6,450 75 12.9 I O3 J Eo I O 0 '. O. O/ 9'43 1' E 20.9 11a LL_•�` 56.21'TOFDC I I • I, ..�•- `13'.,. -�[ Notes 1. Specific plant types and locations are subject to review by the Landscape Administrator during the building permit - 3. Accent/Understory trees are required to be a minimum of 6' in height when planted. 1671,.. - - � - - . . . . . 2 . . . /. 4 15 I011 1011 1 A 11r: 0 - wieffil W5,14111 I l 1 IUT O. L AA20 EA 1 SEM ZZX -_/' N .T EX FIRE HYDRANT 88' TO PROP CORNI (480' TO FHYD AT - - - - - - - VILLAGE CENTER C SUMMARY CHART - INTERIOR LANDCAPE Required/ Landscape %of area in Canopy Trees Accent Shrubs Ground Seasonal Color Provided Area (sq. ft.) front or side Trees Cover (sq. ft.) Bufferya rd Width /Type 5'- A Canopy Required 6,450 75 12.9 25.8 161.25 967.5 104 Provided 17,631 100 18 11a 328 5,060 115 *Note any credits used in calculations a. Existing Tree Credits applied. Notes 1. Specific plant types and locations are subject to review by the Landscape Administrator during the building permit 2. A minimum of 50% of all canopy trees planted on the site must be 2" caliper and 50% must be 4" in caliper. This 3. Accent/Understory trees are required to be a minimum of 6' in height when planted. 4. All plant materials are to be maintained in perpetuity. NG RIV YZZI X FIRE HYDRANT 13.16 AC (TOTAL) 3' TO PROPERTY CALLED 22.90 ACRES ORNER ELBERT CLARK WHITE JR. DOC. No. D206196920 D.R.T.C.T. EX. ZONING = SP -2 L.U.D. = MIXED USE ZADA M WHITE ESTATE TRUST L ------- I I I I I � I I I I I I _--I Ss 24' PUE INST. N h GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. SUMMARY CHART - BUFFERYARDS MEDIUM DUTY CONCRETE PAVEMENT FM 1709 - SOUTHLAKE BLVD DUMPSTER AREA CONCRETE PAVEMENT *Note any credits used in calculations a. Existing Tree Credits applied. b. Buffe and length has been reduced to accommodate the shown drives. ry g Notes 1. Specific plant types and locations are subject to review by the Landscape Administrator during the building permit application process. Credits for a reduction in required plant materials, as specified by sity ordinance, will be determined during this building permit process. 2. A minimum of 50% of all canopy trees planted on the site must be 2" caliper and 50% must be 4" in caliper. This includesplantings I bufferyards as well as interior to the site. 3. Accent/Understory trees are required to be a minimum of 6' in height when planted. 4. All plant materials are to be maintained in perpetuity. Location / Required/ Provided Required Length 337' Bufferya rd Width /Type 5'- A Canopy Accent Trees 7 Shrubs 15 Fence/Screening Length of Trees 4 Height & Material Base Line PROPOSED CONCRETE CURB AND GUTTER North -None Provided 337' 5' - A Oa 7 59 East - Required 188' 5'- A 2 4 15 None Provided 188' 5'- A 1a 4 15 South - Required None None None None None None Provided None None None None None West - Required 200' 5'- A 2 1 4 16 None Provided 200' 5'- A 05 4 16 GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. VICINITY MAP N.T.S. LEGEND LIGHT DUTY CONCRETE PAVEMENT MEDIUM DUTY CONCRETE PAVEMENT FM 1709 - SOUTHLAKE BLVD DUMPSTER AREA CONCRETE PAVEMENT 9 < PROPOSED CONCRETE SIDEWALK O BUFFERYARD cu xxxxx=' PUBLIC CONCRETE SIDEWALK EXISTING DRIVE (BY OTHERS, TO MEET CITY STANDARDS FOR FIRE LINE CAPACITY OF 85,000 POUNDS GVW) s PROPOSED CONCRETE CURB AND GUTTER VILLAGE CENTER PARKING COUNT UJ FULL -DEPTH SAWCUT FL a CONSTRUCTION SCHEDULE O o Q SITE 4" PARKING STALL STRIPING COLOR: WHITE (TYP) o m CURB & GUTTER O o O Y O HANDICAP SYMBOL U) PAVEMENT STRIPING O HANDICAP SIGN O CURB STOP PER DETAIL W ? KIMBALL HILL CT O � U o0 LU a Cn O UJ z = O U U Z J U VICINITY MAP N.T.S. LEGEND LIGHT DUTY CONCRETE PAVEMENT MEDIUM DUTY CONCRETE PAVEMENT DUMPSTER AREA CONCRETE PAVEMENT < PROPOSED CONCRETE SIDEWALK BUFFERYARD LANDSCAPE AREA xxxxx=' PUBLIC CONCRETE SIDEWALK EXISTING DRIVE (BY OTHERS, TO MEET CITY STANDARDS FOR FIRE LINE CAPACITY OF 85,000 POUNDS GVW) PROPOSED CONCRETE CURB AND GUTTER ® PARKING COUNT ----- FULL -DEPTH SAWCUT FL PROPOSED FIRE LANE STRIPPING CONSTRUCTION SCHEDULE O SAW CUT FULL DEPTH EXISTING PAVEMENT 2O 4" PARKING STALL STRIPING COLOR: WHITE (TYP) O CURB & GUTTER O PROPOSED PEDESTRIAN RAMP O HANDICAP SYMBOL O PAVEMENT STRIPING O HANDICAP SIGN O CURB STOP PER DETAIL OPROPOSED SIDEWALK TEXAS FIRM #14199 I P R E L I M I N A R Y FOR REVIEW ONLY Not for construction purposes. CLAYMOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. No.109800 Date 4/16/2021 Mei W CITY CASE NO.: ZA21-0020 V' OWNER: 2021 PRIMROSE OFFICE II LLC 5506 SYCAMORE DR COLLEYVILLE, TX 76034 CONTACT NAME: RANDY PRIMROSE APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 CONTACT NAME: CLAY CRISTY LEGAL DESCRIPTION: DESIGN: LRR DRAWN: LRR EASTER, THOMAS SURVEY ABSTRACT 474 CHECKED: CLC TRACT 11 DATE: 4/16/2021 CITY: STATE: SHEET SOUTHLAKE TEXAS COUNTY SURVEY: ABSTRACT NO. SP- I TARRANT EASTER 474 File No: MAGNOLIA SOUTHLAKE C Lr r" r%11_iN, 07 LEVEL 2 PLAN 2 STORY BUILDING SCALE: 3/16" = V-0" BLDG USE: OFFICE GROSS AREA (this level): 4,200 SF OFFICE 115 C r .�ur.l 03 LEVEL 1 PLAN 2 STORY BUILDING SCALE: 3/16" = F-0" BLDG USE: OFFICE GROSS AREA (this level): 4,200 SF EXIT me architects Wilder Belshaw Architects 3875 Porte Ave, Suite 410 Addison, TX 75001 214.969.0500 phone wwwmilderbelshaw.com Project Owner: PRIMROSE OFFICE, LLC 2.435 E Southlake Blvd Suite 150 Southlake, TX 76092 Issues and Revisions: No. Date Issues 01 15 March 2021 City Submittal Primrose Office Park Southlake, Texas Wilder Belshaw Project Number: 2003 Drawing Name: BUILDING 1 LEVEL 1 and 2 PLANS Sheet Number: A1 01 © 2021 WILDER BELSHAW ARCHITECTS INC. r,71_^ 11 07 LEVEL 2 PLAN 2 STORY BUILDING SCALE: 3/16" = 1'-01' BLDG USE: OFFICE GROSS AREA (this level): 4,300 SF !l71_^ 11 03 LEVEL 1 PLAN SCALE: 3/16" = 1'-0" MAIN ENTRY 2 STORY BUILDING BLDG USE: OFFICE GROSS AREA (this level): 4,300 SF me architects Wilder Belshaw Architects 3875 Pante Ave. Suite 410 Addison, TX 75001 214.969.0500 phone www.wilderbelshaw.com Project Owner: PRIMROSE OFFICE, LLC 2435 E Southlake Blvd Suite 150 Southlake, TX 76092 Issues and Revisions: No. Date Issues 01 15 March 2021 City Submittal Primrose Office Park Southlake, Texas Wilder Belshaw Project Number: 2003 Drawing Name: BUILDING 2 and 3 LEVEL 1 and 2 PLANS Sheet Number: A] 02 © 2021 WILDER BELSHAW ARCHITECTS INC. =- ,1■1■ ■ ■1' I ■ I ■ I■1■ ■I■ ■ ■I■1■�!■I■1■�■I■1■�■I 1■■■I■1■1■I■1■1■1■1■■■I■ 11■I■1■�■I■1■�■I■1■�■I 1 1■1■1■1■1■1 ♦«------ _— _=�',!r� ,!!1■1■1■1■1■11::`--'� _- - =- �--_ __ - _::'■IN l �z- = ��I■i IIIA .''' uiliililliliiiliiu - 'li ■1 - _- - - _ 1v _ ,, _ �_ w w _= _..r,..—r r.. 1 *� �T JF11�4 1 !!f4$!1�IM�ES�If �-f!liR�ll ll�Jl � l#i!!R4T 4�!4 Q!WP� i llF� a aRi�■I iNEI 2 `r. 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BUILDING HT. - -341-0° OZ FRONT ELEVATION SCALE: 3/1611 = 1 1_0" ------------------------- 100% MASONRY BLDG FACE AREA: 1,470 SF BRICK AREA: 1,201 SF GLAZING AREA: 275 SF 100% MASONRY BLDG FACE AREA: 1,498 SF BRICK AREA: 1,094 SF GLAZING AREA: 404 SF architects Wilder Belshaw Architects 3875 Ponte Ave. Suite 410 Addison, TX 75001 214.969.0500 phone www.wilderbelshaw.com Project Owner: PRIMROSE OFFICE, LLC 2435 E Southlake Blvd Suite 150 Southlake, TX 76052 Issues and Revisions: No. Date Issues 01 15 March 2021 City Submittal Primrose Office Park Southlake, Texas Wilder Belshaw Proiect Number: 2003 Drawing Name: BUILDING 2 and 3 EXTERIOR ELEVATIONS Sheet Number: A302 0 2021 'WILDER BELSHAW ARCHITECTS INC- 18 SIDE ELEVATION 100% MASONRY SCALE. 3/1611 = 1 1-011 Pr BLDG FACE AREA: 1,577 SF BRICK AREA: 11257 SF GLAZING AREA: 320 SF MAX- BUILDING HT 04 SIDE ELEVATION SCALE: 3/1611 = 1 1-01 1 100% MASONRY BLDG FACE AREA: 1,665 SF BRICK AREA: 1,168 SF GLAZING AREA: 497 SF me architects Milder Belshaw Architects 3875 Ponte Ave, Suite 410 Addison, TX 76001 214.969,0500 phone www.wilderbelshaw.com Project Owner: PRIMROSE OFFICE, LLC 2435 E Southlake Blvd Suite 150 Southlake, TX 76092 Issues and Revisions: No. Date ISSUES 01 15 March 2021 City Submittal Pr'i'mrose Office Park Southlake, Texas Wilder Belshaw Project Number: 2003 Drawing Name: BUILDING 2 and 3 EXTERIOR ELEVATIONS Sheet Number: A303 0 2021 WILDER BELSHAW ARCHrrECTS INC - • • �.-�� .�.�.�- -� `�_� �!►^ • a =- -1..r.- _ L>r,�,..��w*9..er��Aw�.+w rw- "+�'_' a -� _. 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Wilder Belshaite1Architects PRIMROSE OFFICE PARK V/b ). —. 3875PonteAve. Suite410 Addison, Texas 75001 214.969.0500 Southlake, Texas PROPERTY COMPANY C`1 BUILDING 1 05 April 2021 11 � 7W ' XVW,:. �?—== CITY OF SOUTHLAKE ZONING CASE NO.: ZA21-0020 0 2021 WILDER BELSHAW ARCHITECTS INC Wilder Belshaw Architects PRIMROSE OFFICE PARK r�� 3875 Ponte Ave. Suite 410 Addison, Texas 75001 214.969.0500 Southlake, Texas PROPERTYCOMPANY i� 9ry J1j '9 X' r � 7W ' XVW,:. �?—== CITY OF SOUTHLAKE ZONING CASE NO.: ZA21-0020 0 2021 WILDER BELSHAW ARCHITECTS INC Wilder Belshaw Architects PRIMROSE OFFICE PARK r�� 3875 Ponte Ave. Suite 410 Addison, Texas 75001 214.969.0500 Southlake, Texas PROPERTYCOMPANY -i..� 7 4 'rr` ayr A Nil ��aaaro ����� I 1+ YI ��� � ' ■ ■ ■�■ r} i fry �!� -f-.x. r"IF' Fi BUILDINGS 2 and 3 05 April 2021 CIN OF SOUTHLAKE ZONING CASE NO.: ZA21-0020 0 2021 WILDER BELSHAW ARCHITECTS INC Wilder Belshaw Architects PRIMROSE OFFICE PARK Addison, Pn, Te Ave. Suite 210 TAd , _^ Addison, Texas 75001 214.969.0500 Southlake, Texas PROPER N COMPANY I, BUILDING 2 05 April 2021 \ 4 4 a f a F 2� 'CG. SKr -mac CIN OF SOUTHLAKE ZONING CASE NO.: ZA21-0020 O 2021 WILDER BELSHAW ARCHITECTS INC Wilder Belshaw Architects PRIMROSE OFFICE PARK Pe Ave. Suite 10 Addison, C ��1 , • Addison,n, Texas 2 exas 75001 214.969.0500 South lake, Texas \ ,. L I'.I Y' cl;Mi�arn BUILDINGS 2 and 3 05 April 2021 CIN OF SOUTHLAKE ZONING CASE NO.: ZA21-0020 C 2021 WILDER BEISHAW ARCHITECTS INC. Wilder Belshaite1Architects PRIMROSE OFFICE PARK V/b ). —. 3875PonteAve. Suite410 Addison, Texas 75001 214.969.0500 Southlake, Texas PROPERTY COMPANY I I ORTON 1 r f' e q'h +y BUILDINGS 2 and 3 05 April 2021 CIN OF SOUTHLAKE ZONING CASE NO.: ZA21-0020 O 2021 WILDER BELSHAW ARCHITECTS INC Wilder Belshaw Architects PRIMROSE OFFICE PARK 3875 Ponte Ave. Suite 410 C��1 , • _^ Addison, Texas 75001 214.969.0500 Southlake, Texas \ ,. 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OR 1.86 J ACRES � _ ® 1 X � 1 1 — / 71 92 zl \ 1 18 1 I 19 - - w _ — — N — (1 I / EXISTING TREE TO BE REMOVED, TYP. _ / ` 93 / LL 71 I 61 / 62 85 / 94 2021 R OS 0 FI CE III LL I 1 \ 3 2 INST. N D2-1 8263576 1 D R.T. .T� / \64� I 86 --1 ------------------------------- ,�-----------I-- - - L J.. 2 21 �601 �_i 87 as 32 1 + ' I 1 / / ,1 3 1 � -- / ---------- --------------- �_� -- 1 I I �,,,� 1 �_�------------- ------ \ �T \ 31 �/ / 65 / 67 1 i 25 \ -• \\ \ � T1� EXISTING TREE TO BE REMOVED, TYP. � 2669 N89*43'01"E _ 1 1 I 28 30 1 I 1 / 20_91' 1 IL 1 \— -- ---- — -- —---—�/ L— / 1 1 1 1IDROSE O F ICE 11 L C •32'36"w 1 LL�LS\ 20295 5111 D R. T C. T. 38.84'- -------- -r -- I I I I S89'59'03"E 359.28' MUTUAL ACCESSEASEMENTT ^ SCALE: 1" = 20'-0" N 0 10 20 40 TOTAL SITE AREA: 81,426 s.f. (1.86 acres) EXISTING CANOPY COVERAGE: 23,974 s.f. (29.4%) EXISTING CANOPY TO BE REMOVED: 20,544 s.f. (85.7%) EXISTING CANOPY TO REMAIN: 3,430 s.f. (14.3%) EXISTING TREE LEGEND EXISTING TREE TO REMAIN EXISTING TREE X-11 TO BE REMOVED TREE PROTECTION FENCING 1111111111111111110x� TO REMAIN DURING CONSTRUCTION REFER TO 01/1-1.03 CASE # ZA21-0020 4245 North Central Expy BELLE Suite501 FIRMA Dallas, Texas 75205 • 214.865.7192 L1.01 .— I II I I I I I I I I I I II I i 1 TM H CI EXISTING TREE CANOPY EXISTING TREE CANOPY _ TO REMAIN, TYP. TO BE REMOVED, TYP. PROPOFD G 2 ST L , or)oj 11 i W ■'i J • R • ■ II ■�--� EXISTING ' �h I 1 \ TO BE REMOVED, TYP. U8263576 D PROPOSED ,$1600 BLDG \ 39'30' "W 378.95 X41 SO. FT. Oro EXISTING TREE CANOPY TO BE REMOVED, TYP. ACRES D 0 EXISTING TREE CANOPY TO REMAIN, TYP. FH& wv® II I C` � I I W Z 0 I I I o I - I I (_0 m WC I PROP BLDG M 8 400 SF co EXISTING TREE CANOPY (2 STO F TO REMAIN, TYP. 3F-10' I ZI I I I - I I � I I I I --------------- I + 111 O I EXISTING TREE CANOPY TO BE REMOVED, TYP. N89'43'01"E / 20_91' AL -- — — — — - — -- — — -- -- ---- — -- — --- L— ID ROSE OF ICE L C I '32'33"W I I-----1NLS20295P1 11 D R.T C.T. � 38184'--j 8184—II S89'59'03"E 359.28' MUTUAL ACCESS EASEMENT .,ter .—----,,—.... SCALE: 1" = 20'-0" N 0 10 20 40 TOTAL SITE AREA: 81,426 s.f. (1.86 acres) EXISTING CANOPY COVERAGE: 23,974 s.f. (29.4%) EXISTING CANOPY TO BE REMOVED: 20,544 s.f. (85.7%) EXISTING CANOPY TO REMAIN: 3,430 s.f. (14.3%) EXISTING TREE LEGEND CASE # ZA21-0020 4245 North Central Expy BELLE Suite 501 FIRMA Dallas, Texas 75205 • 214.865.7192 L 1.02 EXISTING TREE CANOPY TO REMAIN v EXISTING TREE CANOPY r TO BE REMOVED CASE # ZA21-0020 4245 North Central Expy BELLE Suite 501 FIRMA Dallas, Texas 75205 • 214.865.7192 L 1.02 PRUNING AND TRIMMING NOTES 1. CONTRACTOR SHALL PRUNE ALL EXISTING TREES ON-SITE USING THE FOLLOWING GUIDELINES. 2. ALL TREES SHALL BE TRIMMED SO THAT NATURAL SHAPES OF THE PLANTS ARE RETAINED. 4. IF BALLING OR SHEARING OF TREES HAS OCCURRED IN THE PAST, DISCONTINUE THIS PRACTICE AND ALLOW PLANTS TO GROW INTO NATURAL SHAPE. 5. REMOVE SUCKERS, DEAD, DYING, DISEASED, BROKEN AND / OR WEAK BRANCHES FROM ALL TREES ALONG THE MAIN TRUNK STRUCTURE AND WITHIN THE BRANCHING AREA. 6. CONTRACTOR SHALL PRUNE EXISTING DECIDUOUS HARDWOOD BY REMOVING LOWER LIMBS TO RAISE THE CANOPY. THE BOTTOM OF THE CANOPY SHALL BE RAISED TO 12'-0" ABOVE GRADE FOR DECIDUOUS HARDWOOD TREES, WHEN POSSIBLE. THE INTEGRITY OF THE CANOPY AND STRUCTURE OF THE TREE SHALL BE MAINTAINED. DO NOT CUT OR PRUNE CENTRAL LEADERS. 7. CONTRACTOR SHALL THIN THE CANOPY BY ONE-FOURTH. PRUNE TREE TO EVENLY SPACE BRANCHES WITHIN THE CANOPY WHENEVER POSSIBLE. REMOVE THOSE LIMBS THAT CROSS OTHERS, DOUBLE LEADERS AND THOSE THAT EXCESSIVELY EXTEND BEYOND THE NATURAL CROWN OF THE TREE. 8. CONTRACTOR SHALL PROVIDE DEEP ROOT FEEDING AND INVIGORATION OF EXISTING TREES. THIS SHALL BE ORGANIC BASED NUTRIENTS BASED FOR ROOT GROWTH AND LEAF GROWTH STIMULATION. 9. CONTRACTOR SHALL BE REQUIRED TO CHIP ALL REMOVED BRANCHES, LEAFS, ETC. z 0 0 PC TREE PRESERVATION NOTES EXISTING TREES TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION FROM TREE STRUCTURE DAMAGE AND COMPACTION OF SOIL UNDER AND AROUND DRIP LINE (CANOPY) OF TREE. 2. IF ANY ROOT STRUCTURE IS DAMAGED DURING ADJACENT EXCAVATION / CONSTRUCTION, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. IT IS RECOMMENDED THAT A LICENSED ARBORIST BE SECURED FOR THE TREATMENT OF ANY POSSIBLE TREE WOUNDS. 3. NO DISTURBANCE OF THE SOIL GREATER THAN 4" SHALL BE LOCATED CLOSER TO THE TREE TRUNK THAN 1/2 THE DISTANCE OF THE DRIP LINE TO THE TREE TRUNK. A MINIMUM OF 75% OF THE DRIP LINE AND ROOT ZONE SHALL BE PRESERVED AT NATURAL GRADE. 4. ANY FINE GRADING DONE WITHIN THE CRITICAL ROOT ZONES OF THE PROTECTED TREES MUST BE DONE WITH LIGHT MACHINERY SUCH AS A BOBCAT OR LIGHT TRACTOR. NO EARTH MOVING EQUIPMENT WITH TRACKS IS ALLOWED WITHIN THE CRITICAL ROOT ZONE OF THE TREES. 5. NO MATERIALS INTENDED FOR USE IN CONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION SHALL BE PLACED WITHIN THE LIMITS OF THE DRIP LINE OF ANY TREE. 6. NO EQUIPMENT MAY BE CLEANED OR TOXIC SOLUTIONS, OR OTHER LIQUID CHEMICALS, SHALL BE DEPOSITED WITHIN THE LIMITS OF THE DRIP LINE OF A TREE, INCLUDING BUT NOT LIMITED TO: PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR, PRIMERS, ETC. 7. NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY TREE. 8. NO VEHICULAR / CONSTRUCTION EQUIPMENT TRAFFIC OR PARKING IS ALLOWED WITHIN THE LIMITS OF THE DRIP LINE OF TREES. 9. BORING OF UTILITIES MAY BE PERMITTED UNDER PROTECTED TREES IN CERTAIN CIRCUMSTANCES. THE MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH OF THE TREE'S CANOPY AND SHALL BE A MINIMUM DEPTH OF FORTY-EIGHT (48") INCHES. 10. IRRIGATION TRENCHING WHICH MUST BE DONE WITHIN THE CRITICAL ROOT ZONE OF A TREE SHALL BE DUG BY HAND AND ENTER THE AREA IN A RADIAL MANNER. 11. ALL TREES TO BE REMOVED FROM THE SITE SHALL BE FLAGGED BY THE CONTRACTOR WITH BRIGHT RED VINYL TAPE (3" WIDTH) WRAPPED AROUND THE MAIN TRUNK AT A HEIGHT OF FOUR (4') FEET ABOVE GRADE. FLAGGING SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY TREE REMOVAL. CONTRACTOR SHALL CONTACT OWNER'S AUTHORIZED REPRESENTATIVE WITH 72 HOURS NOTICE TO SCHEDULE ON-SITE MEETING. 12. ALL TREES TO REMAIN, AS NOTED ON DRAWINGS, SHALL HAVE PROTECTIVE FENCING LOCATED AT THE TREE'S DRIP LINE. THE PROTECTIVE FENCING MAY BE COMPRISED OF SNOW FENCING, ORANGE VINYL CONSTRUCTION FENCING, CHAIN LINK FENCE OR OTHER SIMILAR FENCING WITH A FOUR (4') FOOT APPROXIMATE HEIGHT. THE PROTECTIVE FENCING SHALL BE LOCATED AS INDICATED ON THE TREE PROTECTION DETAIL. 13. WHEN A LOW HANGING LIMB IS BROKEN DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR PRUNE ANY PORTION OF THE DAMAGED TREE WITHOUT THE PRIOR APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE. LIMITS OF DRIPLINE O TREE PROTECTIVE FENCING NOT TO SCALE BELLE FIRMA REFER TO PLAN FOR EXISTING TREE TO REMAIN SNOW FENCE, ORANGE VINYL CONSTRUCTION FENCE, OR CHAINLINK FENCE METAL T -POST PLACED NO FURTHER THAN 8' APART EXISTING GRADE TO REMAIN UNDISTURBED CASE # ZA21-0020 4245 North Central Expy Suite 501 Dallas, Texas 75205 • 214.865.7192 � ,\yNDSC4,ge PNN %.7 WE 119 eF.101 04/13/21 L 1.03 TREE SURVEY FIELD DATA No. Dia. Species 71Status REMARKS 7 Canopy Tree (inches) (common name) Credits 1 6 CEDAR TO REMAIN 1 2 8 CEDAR TO REMAIN 1 3 8 CEDAR TO REMAIN 1 4 10 CEDAR TO REMAIN 1 5 10 CEDAR TO REMAIN 1 6 6 CEDAR TO REMAIN 1 7 8 CEDAR TO REMAIN 1 8 8 OAK TO REMAIN 9 8 OAK TO BE REMOVED BUILDING PAD 10 8 OAK TO REMAIN 11 6 MESQUITE TO BE REMOVED BUILDING PAD 12 6 OAK TO BE REMOVED BUILDING PAD 13 10 CEDAR TO BE REMOVED BUILDING PAD 14 10 OAK TO BE REMOVED BUILDING PAD 15 10 MESQUITE TO BE REMOVED BUILDING PAD 16 8 CEDAR TO BE REMOVED BUILDING PAD 17 6 OAK TO BE REMOVED BUILDING PAD 18 6 CEDAR TO BE REMOVED BUILDING PAD 19 6 CEDAR TO BE REMOVED BUILDING PAD 20 8 CEDAR TO BE REMOVED BUILDING PAD 21 8 OAK TO BE REMOVED BUILDING PAD 22 6 HACKBERRY TO BE REMOVED BUILDING PAD 23 6 OAK TO BE REMOVED BUILDING PAD 24 8 HACKBERRY TO BE REMOVED BUILDING PAD 25 8 HACKBERRY TO BE REMOVED BUILDING PAD 26 8 HACKBERRY TO BE REMOVED BUILDING PAD 27 6 UNKNOWN TO BE REMOVED BUILDING PAD 28 6 HACKBERRY TO BE REMOVED BUILDING PAD 29 8 HACKBERRY TO BE REMOVED BUILDING PAD 30 6 OAK TO BE REMOVED BUILDING PAD 31 6 OAK TO BE REMOVED BUILDING PAD 32 6 OAK TO BE REMOVED BUILDING PAD 33 6 HACKBERRY TO BE REMOVED BUILDING PAD 34 8 CEDAR TO BE REMOVED BUILDING PAD 35 8 CEDAR TO BE REMOVED PARKING 36 16 MESQUITE TO BE REMOVED BUILDING PAD 37 8 CEDAR TO BE REMOVED PARKING 38 10 CEDAR TO BE REMOVED PARKING 39 10 CEDAR TO BE REMOVED PARKING 40 8 CEDAR TO BE REMOVED PARKING 41 8 CEDAR TO BE REMOVED PARKING 42 10 CEDAR TO BE REMOVED PARKING 43 6 UNKNOWN TO BE REMOVED PARKING 44 6 CEDAR TO BE REMOVED PARKING 45 6 CEDAR TO BE REMOVED PARKING 46 6 CEDAR TO BE REMOVED PARKING 47 6 CEDAR TO BE REMOVED PARKING 48 6 CEDAR TO BE REMOVED PARKING 49 8 UNKNOW TO BE REMOVED PARKING 50 10 UNKNOW TO BE REMOVED PARKING 51 6 CEDAR TO BE REMOVED PARKING 52 8 UNKNOWN TO BE REMOVED PARKING 53 6 CEDAR TO BE REMOVED PARKING 54 8 CEDAR TO BE REMOVED PARKING 55 10 CEDAR TO BE REMOVED PARKING 56 6 CEDAR TO BE REMOVED PARKING 57 8 CEDAR TO BE REMOVED PARKING 58 8 CEDAR TO BE REMOVED PARKING 59 12 MESQUITE TO BE REMOVED PARKING 60 10 MESQUITE TO BE REMOVED PARKING 61 10 MESQUITE TO BE REMOVED GRADING 62 10 CEDAR TO BE REMOVED PARKING 63 8 CEDAR TO BE REMOVED PARKING 64 8 MESQUITE TO BE REMOVED PARKING 65 6 CEDAR TO BE REMOVED PARKING 66 6 MESQUITE TO BE REMOVED PARKING 67 12 MESQUITE TO BE REMOVED PARKING 68 16 CEDAR TO BE REMOVED PARKING 69 10 MESQUITE TO BE REMOVED PARKING 70 8 CEDAR TO BE REMOVED DRIVE AISLE 71 10 CEDAR TO BE REMOVED PARKING 72 12 CEDAR TO BE REMOVED PARKING 73 16 MESQUITE TO BE REMOVED PARKING 74 16 CEDAR TO REMAIN 75 8 CEDAR TO REMAIN 76 12 CEDAR TO BE REMOVED PARKING 77 10 MESQUITE TO BE REMOVED PARKING 78 6 CEDAR TO BE REMOVED PARKING 79 10 MESQUITE TO BE REMOVED PARKING 80 6 OAK TO BE REMOVED PARKING 81 6 CEDAR TO BE REMOVED PARKING 82 6 MESQUITE TO REMAIN 83 8 CEDAR TO BE REMOVED PARKING 84 8 MESQUITE TO BE REMOVED PARKING 85 12 MESQUITE TO BE REMOVED PARKING 86 8 CEDAR TO BE REMOVED PARKING 87 8 CEDAR TO BE REMOVED PARKING 88 8 CEDAR TO BE REMOVED PARKING 89 6 CEDAR TO BE REMOVED DRIVE AISLE 90 10 CEDAR TO BE REMOVED DRIVE AISLE 91 8 OAK TO REMAIN 1 92 16 CEDAR TO BE REMOVED DRIVE AISLE 93 14 CEDAR TO BE REMOVED DRIVE AISLE 94 8 CEDAR TO BE REMOVED DRIVE AISLE Total Caliper Inches on Site 792 Total Caliper Inches Removed 728 Total Mitigation Inches Required 6 Total Mitigation Inches Provided 6 PRUNING AND TRIMMING NOTES 1. CONTRACTOR SHALL PRUNE ALL EXISTING TREES ON-SITE USING THE FOLLOWING GUIDELINES. 2. ALL TREES SHALL BE TRIMMED SO THAT NATURAL SHAPES OF THE PLANTS ARE RETAINED. 4. IF BALLING OR SHEARING OF TREES HAS OCCURRED IN THE PAST, DISCONTINUE THIS PRACTICE AND ALLOW PLANTS TO GROW INTO NATURAL SHAPE. 5. REMOVE SUCKERS, DEAD, DYING, DISEASED, BROKEN AND / OR WEAK BRANCHES FROM ALL TREES ALONG THE MAIN TRUNK STRUCTURE AND WITHIN THE BRANCHING AREA. 6. CONTRACTOR SHALL PRUNE EXISTING DECIDUOUS HARDWOOD BY REMOVING LOWER LIMBS TO RAISE THE CANOPY. THE BOTTOM OF THE CANOPY SHALL BE RAISED TO 12'-0" ABOVE GRADE FOR DECIDUOUS HARDWOOD TREES, WHEN POSSIBLE. THE INTEGRITY OF THE CANOPY AND STRUCTURE OF THE TREE SHALL BE MAINTAINED. DO NOT CUT OR PRUNE CENTRAL LEADERS. 7. CONTRACTOR SHALL THIN THE CANOPY BY ONE-FOURTH. PRUNE TREE TO EVENLY SPACE BRANCHES WITHIN THE CANOPY WHENEVER POSSIBLE. REMOVE THOSE LIMBS THAT CROSS OTHERS, DOUBLE LEADERS AND THOSE THAT EXCESSIVELY EXTEND BEYOND THE NATURAL CROWN OF THE TREE. 8. CONTRACTOR SHALL PROVIDE DEEP ROOT FEEDING AND INVIGORATION OF EXISTING TREES. THIS SHALL BE ORGANIC BASED NUTRIENTS BASED FOR ROOT GROWTH AND LEAF GROWTH STIMULATION. 9. CONTRACTOR SHALL BE REQUIRED TO CHIP ALL REMOVED BRANCHES, LEAFS, ETC. z 0 0 PC TREE PRESERVATION NOTES EXISTING TREES TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION FROM TREE STRUCTURE DAMAGE AND COMPACTION OF SOIL UNDER AND AROUND DRIP LINE (CANOPY) OF TREE. 2. IF ANY ROOT STRUCTURE IS DAMAGED DURING ADJACENT EXCAVATION / CONSTRUCTION, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. IT IS RECOMMENDED THAT A LICENSED ARBORIST BE SECURED FOR THE TREATMENT OF ANY POSSIBLE TREE WOUNDS. 3. NO DISTURBANCE OF THE SOIL GREATER THAN 4" SHALL BE LOCATED CLOSER TO THE TREE TRUNK THAN 1/2 THE DISTANCE OF THE DRIP LINE TO THE TREE TRUNK. A MINIMUM OF 75% OF THE DRIP LINE AND ROOT ZONE SHALL BE PRESERVED AT NATURAL GRADE. 4. ANY FINE GRADING DONE WITHIN THE CRITICAL ROOT ZONES OF THE PROTECTED TREES MUST BE DONE WITH LIGHT MACHINERY SUCH AS A BOBCAT OR LIGHT TRACTOR. NO EARTH MOVING EQUIPMENT WITH TRACKS IS ALLOWED WITHIN THE CRITICAL ROOT ZONE OF THE TREES. 5. NO MATERIALS INTENDED FOR USE IN CONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION SHALL BE PLACED WITHIN THE LIMITS OF THE DRIP LINE OF ANY TREE. 6. NO EQUIPMENT MAY BE CLEANED OR TOXIC SOLUTIONS, OR OTHER LIQUID CHEMICALS, SHALL BE DEPOSITED WITHIN THE LIMITS OF THE DRIP LINE OF A TREE, INCLUDING BUT NOT LIMITED TO: PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR, PRIMERS, ETC. 7. NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY TREE. 8. NO VEHICULAR / CONSTRUCTION EQUIPMENT TRAFFIC OR PARKING IS ALLOWED WITHIN THE LIMITS OF THE DRIP LINE OF TREES. 9. BORING OF UTILITIES MAY BE PERMITTED UNDER PROTECTED TREES IN CERTAIN CIRCUMSTANCES. THE MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH OF THE TREE'S CANOPY AND SHALL BE A MINIMUM DEPTH OF FORTY-EIGHT (48") INCHES. 10. IRRIGATION TRENCHING WHICH MUST BE DONE WITHIN THE CRITICAL ROOT ZONE OF A TREE SHALL BE DUG BY HAND AND ENTER THE AREA IN A RADIAL MANNER. 11. ALL TREES TO BE REMOVED FROM THE SITE SHALL BE FLAGGED BY THE CONTRACTOR WITH BRIGHT RED VINYL TAPE (3" WIDTH) WRAPPED AROUND THE MAIN TRUNK AT A HEIGHT OF FOUR (4') FEET ABOVE GRADE. FLAGGING SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY TREE REMOVAL. CONTRACTOR SHALL CONTACT OWNER'S AUTHORIZED REPRESENTATIVE WITH 72 HOURS NOTICE TO SCHEDULE ON-SITE MEETING. 12. ALL TREES TO REMAIN, AS NOTED ON DRAWINGS, SHALL HAVE PROTECTIVE FENCING LOCATED AT THE TREE'S DRIP LINE. THE PROTECTIVE FENCING MAY BE COMPRISED OF SNOW FENCING, ORANGE VINYL CONSTRUCTION FENCING, CHAIN LINK FENCE OR OTHER SIMILAR FENCING WITH A FOUR (4') FOOT APPROXIMATE HEIGHT. THE PROTECTIVE FENCING SHALL BE LOCATED AS INDICATED ON THE TREE PROTECTION DETAIL. 13. WHEN A LOW HANGING LIMB IS BROKEN DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR PRUNE ANY PORTION OF THE DAMAGED TREE WITHOUT THE PRIOR APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE. LIMITS OF DRIPLINE O TREE PROTECTIVE FENCING NOT TO SCALE BELLE FIRMA REFER TO PLAN FOR EXISTING TREE TO REMAIN SNOW FENCE, ORANGE VINYL CONSTRUCTION FENCE, OR CHAINLINK FENCE METAL T -POST PLACED NO FURTHER THAN 8' APART EXISTING GRADE TO REMAIN UNDISTURBED CASE # ZA21-0020 4245 North Central Expy Suite 501 Dallas, Texas 75205 • 214.865.7192 � ,\yNDSC4,ge PNN %.7 WE 119 eF.101 04/13/21 L 1.03 I I I d 1 ir�Ar i.aINr it �M� -� �MM,MWEV irVA 1 LANDSCAPE NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. 2. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 4. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1 " BELOW FINAL FINISHED GRADE IN LAWN AREAS. 5. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY STEEL EDGING. NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS, WALKS, OR CURBS. CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE IT INTERSECTS WALKS AND CURBS. 6. TOP OF MULCH SHALL BE 1/2" MINIMUM BELOW THE TOP OF WALKS AND CURBS. 7. ALL LAWN AREAS SHALL BE SOLID SOD BERMUDAGRASS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 8. ALL REQUIRED LANDSCAPE AREAS SHALL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH RAIN AND FREEZE SENSORS AND EVAPOTRANSPIRATION (ET) WEATHER -BASED CONTROLLERS AND SAID IRRIGATION SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL AND INSTALLED BY A LICENSED IRRIGATOR. 9. CONTRACTOR SHALL PROVIDE BID PROPOSAL LISTING UNIT PRICES FOR ALL MATERIAL PROVIDED. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. MAINTENANCE NOTES 1. THE OWNER, TENANT AND THEIR AGENT, IF ANY, SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE. 2. ALL LANDSCAPE SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO LANDSCAPE MAINTENANCE. 3. ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT PART OF THIS PLAN. 4. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. 5. ALL PLANT MATERIAL WHICH DIES SHALL BE REPLACED WITH PLANT MATERIAL OF EQUAL OR BETTER VALUE. 6. CONTRACTOR SHALL PROVIDE SEPARATE BID PROPOSAL FOR ONE YEAR'S MAINTENANCE TO BEGIN AFTER FINAL ACCEPTANCE. GENERAL LAWN NOTES 1. CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF EXISTING TOPSOIL WITH ON-SITE CONSTRUCTION MANAGER. 2. CONTRACTOR SHALL LEAVE LAWN AREAS 1 " BELOW FINAL FINISHED GRADE PRIOR TO TOPSOIL INSTALLATION. 3. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED ON CIVIL PLANS. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 4. ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN INSTALLATION. 5. CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC. PRIOR TO PLACING TOPSOIL AND LAWN INSTALLATION. 6. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR CVICriKit_ == -rr% DCRAA IK1 TVC BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. 7. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. SOLID SOD NOTES 1. PLANT SOD BY HAND TO COVER INDICATED AREAS COMPLETELY. ENSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS. 2. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS. 3. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. 4. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, OVER -SEED BERMUDAGRASS SOD WITH WINTER RYEGRASS, AT A RATE OF FOUR (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. GENERAL NOTE: ALL MECHANICAL EQUIPMENT TO BE SCREENED PER CITY REQUIREMENTS r- PLANT LIST EXISTING TREE LEGEND EXISTING TREE TO REMAIN SUMMARY CHART - BU FFERYARDS COMMON NAME Required/ Landscape 24 MULCH BED TY P. ATE.O.C. Canopy Trees 110 Shrubs Required/ Provided Area (sq. ft.) MFG Canopy Accent container grown, single trunk, 8' lit., 4' spread, matching IRRIGATION SYSTEM WITH RAIN AND FREEZE SENSORS AND EVAPOTRANSPIRATION (ET) WEATHER -BASED CONTROLLERS AND SAID IRRIGATION SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL AND INSTALLED BY A LICENSED IRRIGATOR. 9. CONTRACTOR SHALL PROVIDE BID PROPOSAL LISTING UNIT PRICES FOR ALL MATERIAL PROVIDED. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. MAINTENANCE NOTES 1. THE OWNER, TENANT AND THEIR AGENT, IF ANY, SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE. 2. ALL LANDSCAPE SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO LANDSCAPE MAINTENANCE. 3. ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT PART OF THIS PLAN. 4. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. 5. ALL PLANT MATERIAL WHICH DIES SHALL BE REPLACED WITH PLANT MATERIAL OF EQUAL OR BETTER VALUE. 6. CONTRACTOR SHALL PROVIDE SEPARATE BID PROPOSAL FOR ONE YEAR'S MAINTENANCE TO BEGIN AFTER FINAL ACCEPTANCE. GENERAL LAWN NOTES 1. CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF EXISTING TOPSOIL WITH ON-SITE CONSTRUCTION MANAGER. 2. CONTRACTOR SHALL LEAVE LAWN AREAS 1 " BELOW FINAL FINISHED GRADE PRIOR TO TOPSOIL INSTALLATION. 3. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED ON CIVIL PLANS. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 4. ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN INSTALLATION. 5. CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC. PRIOR TO PLACING TOPSOIL AND LAWN INSTALLATION. 6. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR CVICriKit_ == -rr% DCRAA IK1 TVC BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. 7. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. SOLID SOD NOTES 1. PLANT SOD BY HAND TO COVER INDICATED AREAS COMPLETELY. ENSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS. 2. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS. 3. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. 4. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, OVER -SEED BERMUDAGRASS SOD WITH WINTER RYEGRASS, AT A RATE OF FOUR (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. GENERAL NOTE: ALL MECHANICAL EQUIPMENT TO BE SCREENED PER CITY REQUIREMENTS r- PLANT LIST EXISTING TREE LEGEND EXISTING TREE TO REMAIN SUMMARY CHART - BU FFERYARDS COMMON NAME Required/ Landscape Location 1 REMARKS Accent Ground Canopy Trees Shrubs Required/ Provided Area (sq. ft.) Bufferyard Canopy Accent container grown, single trunk, 8' lit., 4' spread, matching Fence/Screening Required 6,450 Length of 12.9 Length 161.25 967.5 104 Shrugs 100 18 11 328 Provided *Note any credits used in calculations Width /Tyne Trees Trees 2. A minimum of 50% of all canopy trees planted on the site must be 2" caliper and 50% must be 4" in caliper. This Height & Material Base Line container grown, 14' lit., 5' spread, 5' branching lit., matching MG Mag77olia grandiflora "Little Genz' Little Gem Magnolia 14 30 gal. container grown, full to base, 8' [it., 3' spread, matching rT, Required 337' 5- A 4 7 15 North - 0a AG Agave ovatifolia None 13 Provided 337' 5- A LOR 7 59 38 5 gal. container full, 18" spread, 36" o.c. Required 188' 5- A 2 4 15 container full, 24" o.c. East - Miscai7thus sir7erasis Adagio' None Provided 188' 5'- A 1 a 4 15 Upright Rosemary 'Tuscan Blue' Required None None None None None Seasonal Color 130 South - container full, 12" o.c., selection by Owner None Provided None None None None None SK Scutellaria suffrutescer7s Pink Skullcap Required 200' 5- A 2 4 16 Texas Sage 'Green Cloud' 141 West - container full, 20" spread, 36" o.c. None Provided 200' 5' - A Qa 4 16 *Note any credits used in calculations NOTE: ALL TREES SHALL HAVE STRAIGHT a. Existing Tree Credits applied. VARIETIES. b. Bufferyard length has been reduced to accommodate the shown drives. PLANT LIST IS AN AID TO BIDDERS Notes QUANTITIES ON PLAN. 1. Specific plant types and locations are subject to review by the Landscape Administrator during the building permit application process. Credits for a reduction in required plant materials, as specified by city ordinance, will be determined during this building permit process. 2. A minimum of 50% of all canopy trees planted on the site must be 2" caliper and 50% must be 4" in caliper. This includesplantings I 'bufferyards as well as interior to the site. CASE # ZA21-0020 3. Accent/'Understory trees are required to be a minimum of 6' in height when planted. 4. All plant materials are to be maintained in perpetuity. SUMMARY CHART - INTERIOR LANDCAPE COMMON NAME Required/ Landscape %of area in REMARKS Accent Ground Canopy Trees Shrubs Seasonal Calor Provided Area (sq. ft.) front or side 8 Trees container grown, single trunk, 8' lit., 4' spread, matching Cover (sq. ft.) Required 6,450 75 12.9 25.8 161.25 967.5 104 P rovided 17,631 100 18 11 328 5.060 115 *Note any credits used in calculations a. Existing Tree Credits applied. Notes 1. Specific plant types and locations are subject to review by the Landscape Administrator during the building ,permit 2. A minimum of 50% of all canopy trees planted on the site must be 2" caliper and 50% must be 4" in caliper. This 3. Accent/Understory trees are required to be a minimum of 6' in height when planted. 4. All plant materials are to be maintained in perpetuity. � ,\yNDSC4,ge PNN %.7 WE 119 eF.101 04/13/211 SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS TREES CM Lagerstroeim;3 i77dica Natchez' Crepe Myrtle 'Natchez' 8 30 gala container grown, single trunk, 8' lit., 4' spread, matching CP Pistacia chir7e77sis Chinese Pistache 10 3" cal. container grown, 12' lit., 4' spread, 4' branching ht, matching DW Chiloosis &7earis Desert Willow 3 30 gaL container grown, 3-5 trunk, 8' ht. min., 4' spread min. LO Quercus virg777a77a Live Oak 3 4" cal. container grown, 14' lit., 5' spread, 5' branching lit., matching MG Mag77olia grandiflora "Little Genz' Little Gem Magnolia 14 30 gal. container grown, full to base, 8' [it., 3' spread, matching rT, SO Que7cus shun7ardii Shumard Red Oak 11 3" cal. container grown, 12' ht., 4' spread, 4' branching lit., matching SHRUBS/G ROUNDCOVER AG Agave ovatifolia Whale's Tongue Agave 13 5 gala container full LOR Lorooetalun7 chirrensis Plur77 Delight' Loropetalc1111 'Plum Delight' 38 5 gal. container full, 18" spread, 36" o.c. MFG Nassella te77uissi777a Mexican Feathergrass 1,265 1 gal. container full, 24" o.c. MIS Miscai7thus sir7erasis Adagio' Miscallt[IL1S 'Adagio' 51 5 gal. container full, 48" o.c. RM Rosn7arir7us offici77alis 'Tusca77 Blue' Upright Rosemary 'Tuscan Blue' 74 5 gal. container full, 20" spread, 24" o.c. SC Seasonal Color 130 4" pots container full, 12" o.c., selection by Owner SG Salvia greggii Red' Salvia Greggii 112 5 gal. container full, 20" spread 24" o.c. SK Scutellaria suffrutescer7s Pink Skullcap 46 3 gala container full, 18" o.c. TS Leucophyllanr7 frutesce77s 'Greer7 Cloud' Texas Sage 'Green Cloud' 141 5 gal. container full, 20" spread, 36" o.c. Cyr70do/7 dactyl017 Common Bermuclagrass solid sod, refer to Solid Sod Notes NOTE: ALL TREES SHALL HAVE STRAIGHT TRUNKS AND BE MATCHING WITHIN VARIETIES. PLANT LIST IS AN AID TO BIDDERS ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES ON PLAN. ALL HEIGHTS AND SPREADS ARE MINIMUMS, ALL PLANT MATERIAL SHALL MEET OR EXCEED REMARKS AS INDICATED. CASE # ZA21-0020 • 4245 North Central Expy SCALE: 1" - 20'-0" BELLE Suite 501 AN FIRMA Dallas, Texas 75205 L2.01 0 10 20 40 214.865.7192 SECTION 32 9300 - LANDSCAPE PART 1 -GENERAL 1.1 REFERENCED DOCUMENTS A. Refer to Landscape Plans, notes, details, bidding requirements, special provisions, and schedules for additional requirements. 1.2 DESCRIPTION OF WORK A. Work included: Furnish all supervision, labor, materials, services, equipment and appliances required to complete the work covered in conjunction with the landscaping covered in these specifications and landscaping plans, including: 1 . Planting (trees, shrubs and grasses) 2. Bed preparation and fertilization 3. Notification of sources 4. Water and maintenance until final acceptance 5. Guarantee 1.3 REFERENCE STANDARDS A. American Standard for Nursery Stock published by American Association of Nurserymen: April 14, 2014 Edition; by American National Standards Institute, Inc. (Z60.1) - plant material B. American Joint Committee on Horticultural Nomenclature: 1942 Edition of Standardized Plant Names. C. Texas Association of Nurserymen, Grades and Standards D. Hortis Third, 1976 - Cornell University 1.4 NOTIFICATION OF SOURCES AND SUBMITTALS A. Samples: Provide representative quantities of sandy loam soil, mulch, bed mix material, gravel, crushed stone, steel edging and tree stakes. Samples shall be approved by Owner's Authorized Representative before use on the project. 1.5 JOB CONDITIONS A. General Contractor to complete the following punch list: Prior to Landscape Contractor initiating any portion of landscape installation, General Contractor shall leave planting bed areas three (3") inches below final finish grade of sidewalks, drives and curbs as shown on the drawings. All lawn areas to receive solid sod shall be left one (1 ") inch below the final finish grade of sidewalks, drives and curbs. All construction debris shall be removed prior to Landscape Contractor beginning any work. B. Storage of materials and equipment at the job site will be at the risk of the Landscape Contractor. The Owner cannot be held responsible for theft or damage. 1.6 MAINTENANCE AND GUARANTEE A. Maintenance: 1. The Landscape Contractor shall be held responsible for the maintenance of all work from the time of planting until final acceptance by the Owner. No trees, shrubs, groundcover or grass will be accepted unless they show healthy growth and satisfactory foliage conditions. 2. Maintenance shall include watering of trees and plants, cultivation, weeding spraying, edging, pruning of trees, mowing of grass, cleaning up and all other work necessary of maintenance. 3. A written notice requesting final inspection and acceptance should be submitted to the Owner at least seven (7) days prior to completion. An on-site inspection by the Owner's Authorized Representative will be completed prior to written acceptance. B. Guarantee: 1. Trees, shrubs and groundcover shall be guaranteed for a twelve (12) month period after final acceptance. The Contractor shall replace all dead materials as soon as weather permits and upon notification of the Owner. Plants, including trees, which have partially died so that shape, size, or symmetry have been damaged, shall be considered subject to replacement. In such cases, the opinion of the Owner shall be final. a. Plants used for replacement shall be of the same size and kind as those originally planted and shall be planted as originally specified. All work, including materials, labor and equipment used in replacements, shall carry a twelve (12) month guarantee. Any damage, including ruts in lawn or bed areas, incurred as a result of making replacements shall be immediately repaired. b. At the direction of the Owner, plants may be replaced at the start of the next year's planting season. In such cases, dead plants shall be removed from the premises immediately. c. When plant replacements are made, plants, soil mix, fertilizer and mulch are to be utilized as originally specified and re -inspected for full compliance with the contract requirements. All replacements are to be included under "Work" of this section. 2. The Owner agrees that for the guarantee to be effective, he will water plants at least twice a week during dry periods and cultivate beds once a month after final acceptance. 3. The above guarantee shall not apply where plants die after acceptance because of injury from storms, hail, freeze, insects, diseases, injury by humans, machines or theft. 4. Acceptance for all landscape work shall be given after final inspection by the Owner provided the job is in a complete, undamaged condition and there is a stand of grass in all lawn areas. At that time, the Owner will assume maintenance on the accepted work. C. Repairs: Any necessary repairs under the Guarantee must be made within ten (10) days after receiving notice, weather permitting. In the event the Landscape Contractor does not make repairs accordingly, the Owner, without further notice to Contractor, may provide materials and men to make such repairs at the expense to the Landscape Contractor. 1.7 QUALITY ASSURANCE A. General: Comply with applicable federal, state, county and local regulations governing landscape materials and work. B. Personnel: Employ only experienced personnel who are familiar with the required work. Provide full time supervision by a qualified foreman acceptable to Landscape Architect. C. Selection of Plant Material: 1. Make contact with suppliers immediately upon obtaining notice of contract acceptance to select and book materials. Develop a program of maintenance (pruning and fertilization) which will ensure the purchased materials will meet and / or exceed project specifications. 2. Substitutions: Do not make plant material substitutions. If the specified landscape material is not obtainable, submit proof of non-availability to Landscape Architect, together with proposal for use of equivalent material. At the time bids are submitted, the Contractor is assumed to have located the materials necessary to complete the job as specified. 3. Landscape Architect will provide a key identifying each tree location on site. Written verification will be required to document material selection, source and delivery schedules to site. 4. Measurements: Measure trees with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements six inches above ground for trees up to and including 4" caliper size, and twelve inches above ground for larger sizes. Measure main body of all plant material of height and spread dimensions, n 01 TREE PLANTING DETAIL v ' NOT TO SCALE do not measure from branch or root tip -to -tip. 5. Owner's Authorized Representative shall inspect all plant material with requirements for genus, species, cultivar / variety size and quality. 6. Owner's Authorized Representative retains the right to further inspect all plant material upon arrival to the site and during installation for size and condition of root balls and root systems, limbs, branching habit, insects, injuries and latent defects. 7. Owner's Authorized Representative may reject unsatisfactory or defective material at any time during the process work. Remove rejected materials immediately from the site and replace with acceptable material at no additional cost to the Owner. Plants damaged in transit or at job site shall be rejected. 1.8 PRODUCT DELIVERY, STORAGE AND HANDLING A. Preparation: 1. Balled and Burlapped (B&B) Plants: Dig and prepare shipment in a manner that will not damage roots, branches, shape and future development. 2. Container Grown Plants: Deliverri lants in id container to p 9 hold ball shape and protect root mass. B. Delivery: 1. Deliver packaged materials in sealed containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored on site. 2. Deliver only plant materials that can be planted in one day unless adequate storage and watering facilities are available on job site. 3. Protect root balls by heeling in with sawdust or other approved moisture retaining material if not planted within 24 hours of delivery. 4. Protect plants during delivery to prevent damage to root balls or desiccation of leaves. Keep plants moist at all times. Cover all materials during transport. 5. Notify Owner's Authorized Representative of delivery schedule 72 hours in advance job site. 6. Remove rejected plant material immediately from job site. 7. To avoid damage or stress, do not lift, move, adjust to plumb, or otherwise manipulate plants by trunk or stems. PART 2 - PRODUCTS 2.1 PLANTS A. General: Well -formed No. 1 grade or better nursery grown stock. Listed plant heights are from tops of root balls to nominal tops of plants. Plant spread refers to nominal outer width of the plant, not to the outer leaf tips. Plants will be individually approved by the Owner's Authorized Representative and his decision as to their acceptability shall be final. B. Quantities: The drawings and specifications are complementary. Anything called for on one and not the other is as binding as if shown and called for on both. The plant schedule is an aid to bidders only. Confirm all quantities on plan. C. Quality and size: Plant materials shall conform to the size given on the plan, and shall be healthy, symmetrical, well -shaped, full branched and well rooted. The plants shall be free from injurious insects, diseases, injuries to the bark or roots, broken branches, objectionable disfigurements, insect eggs and larvae, and are to be of specimen quality. D. Approval: All plants which are found unsuitable in growth, or are in any unhealthy, badly shaped or undersized condition will be rejected by the Owner's Authorized Representative either before or after planting and shall be removed at the expense of the Landscape Contractor and replaced with acceptable plant as TREE PLANTING DETAIL LEGEND AND NOTES A. TREE: TREES SHALL CONFORM WITH LATEST AMERICAN STANDARD FOR NURSERY STOCK. www.ania.org B. TREE PIT: WIDTH TO BE AT LEAST TWO (2) TIMES THE DIAMETER OF THE ROOT BALL CENTER TREE IN HOLE & REST ROOT BALL ON UNDISTURBED NATIVE SOIL. C. ROOT BALL: REMOVE TOP /3 BURLAP AND ANY OTHER FOREIGN OBJECT; CONTAINER GROWN STOCK TO BE INSPECTED FOR GIRDLING ROOTS. D. ROOT FLARE: ENSURE THAT ROOT FLARE IS EXPOSED, FREE FROM MULCH, AND AT LEAST TWO INCHES ABOVE GRADE. TREES SHALL BE REJECTED WHEN GIRDLING ROOTS ARE PRESENT & ROOT FLARE IS NOT APPARENT. E. ROOTBALL ANCHOR RING: REFER TO MANUFACTURER'S GUIDELINES FOR SIZING. PLACE ROOTBALL ANCHOR RING ON BASE OF ROOTBALL, TRUNK SHOULD BE IN THE CENTER OF THE RING. F. ROOT ANCHOR BY TREE STAKE SOLUTIONS. G. NAIL STAKE: REFER TO MANUFACTURER'S GUIDELINES FOR SIZING. INSTALL NAIL STAKES WITH HAMMER OR MALLET FIRMLY INTO UNDISTURBED GROUND. DRIVE NAIL STAKES FLUSH WITH "U" BRACKET ADJACENT TO ROOTBALL (DO NOT DISTURB ROOTBALL). specified at no additional cost to the Owner. E. Trees shall be healthy, full -branched, well -shaped, and shall meet the minimum trunk and diameter requirements of the plant schedule. Balls shall be firm, neat, slightly tapered and well wrapped in burlap. Any tree loose in the ball or with a broken root ball at time of planting will be rejected. Balls shall be ten (10") inches in diameter for each one (1 ") inch of trunk diameter, measured six (6") inches above ball. (Nomenclature confirms to the customary nursery usage. For clarification, the term "multi -trunk" defines a plant having three (3) or more trunks of nearly equal diameter.) F. Pruning: All pruning of trees and shrubs, as directed by the Landscape Architect prior to final acceptance, shall be executed by the Landscape Contractor at no additional cost to the Owner. 2.2 SOIL PREPARATION MATERIALS A. Sandy Loam: 1. Friable fertile dark loamy soil, free of clay lumps, s subsoil stones and other extraneous material and reasonably free of weeds and foreign grasses. Loam containing Dallasgrass or Nutgrass shall be rejected. 2. Physical properties as follows: a. Clay - between 7-27 percent b. Silt - between 15-25 percent c. Sand - less than 52 percent 3. Organic matter shall be 3%-10% of total dry weight. 4. If requested, Landscape Contractor shall provide a certified soil analysis conducted by an approved soil testing laboratory verifying that sandy loam meets the above requirements. B. Organic Material: Compost with a mixture of 80% vegetative matter and 20% animal waste. Ingredients should be a mix of course and fine textured material. C. Premixed Bedding Soil as supplied by Vital Earth Resources, Gladewater, Texas; Professional Bedding Soil as supplied by Living Earth Technology, Dallas, Texas or Acid Gro Municipal Mix as supplied by Soil Building Systems, Dallas, Texas or approved equal. D. Sharp Sand: Sharp sand must be free of seeds, soil particles and weeds. E. Mulch: Double Shredded Hardwood Mulch, partially decomposed, dark brown. Living Earth Technologies or approved equal. F. Organic Fertilizer: Fertilaid, Sustane, or Green Sense or equal as recommended for required applications. Fertilizer shall be delivered to the site in original unopened containers, each bearing the manufacturer's guaranteed statement of analysis. G. Commercial Fertilizer: 10-20-10 or similar analysis. Nitrogen source to be a minimum 50% slow release organic Nitrogen (SCU or UF) with a minimum 8% sulfur and 4% iron, plus micronutrients. H. Peat: Commercial sphagnum peat moss or partially decomposed shredded pine bark or other approved organic material. 2.3 MISCELLANEOUS MATERIALS A. Steel Edging: All steel edging shall be 3/16" thick x 4" deep x 16' long with 6 stakes per section, painted black at the factory as manufactured by The J.D. Russell Company and under its trade name DURAEDGE Heavy Duty Steel. B. Staking Material for Shade Trees: refer to details. C. Gravel: Washed native pea gravel, graded 1 inch to 1-1/2 inch. D. Filter Fabric: 'Mirafi Mirascape' by Mirafi Construction Products available at Lone Star Products, Inc., (469) 523-0444 or approved equal. E. River Rock: 'Colorado' or native river rock, 2" - 4" dia. H. BACKFILL: USE EXISTING NATIVE SOIL (no amendments) WATER THOROUGHLY TO ELIMINATE AIR POCKETS. I. MULCH: DOUBLE SHREDDED HARDWOOD MULCH 2 INCH SETTLED THICKNESS, WITH 2" HT. WATERING RING; ENSURE THAT ROOT FLARE IS EXPOSED. BELOW GROUND STAKE SHOULD NOT BE VISIBLE. J. TREE STAKES: TREE STAKE SOLUTIONS 'SAFETY STAKE' BELOW GROUND MODEL AVAILABLE FROM: Tree Stake Solutions ATTN: Jeff Tuley (903) 676-6143 jeff@treestakesolutions.com www.treestakesolutions.com OR APPROVED EQUAL. TREES SHALL BE STAKED BELOW GROUND WHERE NECESSARY; ABOVE GROUND STAKING IS EXPRESSLY PROHIBITED. K. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A COPY OF THE MANUFACTURER'S SPECIFICATIONS PRIOR TO INSTALLATION OF TREE STAKES. CONTRACTOR SHALL ADHERE TO MANUFACTURER'S INSTALLATION GUIDELINES, SPECIFICATIONS, AND OTHER REQUIREMENTS FOR TREE STAKE INSTALLATION. F. Decomposed Granite: Base material shall consist of a natural material mix of granite aggregate not to exceed 1/8" diameter in size and shall be composed of various stages of decomposed earth base. PART 3 - EXECUTION 3.1 BED PREPARATION & FERTILIZATION A. Landscape Contractor to inspect all existing conditions and report any deficiencies to the Owner. B. All planting areas shall be conditioned as follows: 1. Prepare new planting beds by scraping away existing grass and weeds as necessary. Till existing soil to a depth of six (6") inches prior to placing compost and fertilizer. Apply fertilizer as per Manufacturer's recommendations. Add six (6") inches of compost and till into a depth of six (6") inches of the topsoil. Apply organic fertilizer such as Sustane or Green Sense at the rate of twenty (20) pounds per one thousand (1,000) square feet. 2. All planting areas shall receive a two (2") inch layer of specified mulch. 3. Backfill for tree pits shall be as follows: Use existing top soil on site (use imported topsoil as needed) free from large clumps, rocks, debris, caliche, subsoils, etc., placed in nine (9") inch layers and watered in thoroughly. C. Grass Areas: 1 . Blocks of sod should be laid joint to joint (staggered joints) after fertilizing the ground first. Roll grass areas to achieve a smooth, even surface. The joints between the blocks of sod should be filled with topsoil where they are evidently gaped open, then watered thoroughly. 3.2 INSTALLATION A. Maintenance of plant materials shall begin immediately after each plant is delivered to the site and shall continue until all construction has been satisfactorily accomplished. B. Plant materials shall be delivered to the site only after the beds are prepared and areas are ready for planting. All shipments of nursery materials shall be thoroughly protected from the drying winds during transit. All plants which cannot be planted at once, after delivery to the site, shall be well protected against the possibility of drying by wind and Balls of earth of B & B plants shall be kept covered with soil or other acceptable material. All plants remain the property of the Contractor until final acceptance. C. Position the trees and shrubs in their intended location as per plan. D. Notify the Owner's Authorized Representative for inspection and approval of all positioning of plant materials. E. Excavate pits with vertical sides and horizontal bottom. Tree pits shall be large enough to permit handling and planting without injury to balls of earth or roots and shall be of such depth that,when planted and settled, the crown of the plant shall bear the same relationship to the finish grade as it did to soil surface in original place of growth. F. Shrub and tree pits shall be no less than twenty-four (24") inches wider than the lateral dimension of the earth ball and six (6") inches deeper than it's vertical dimension. Remove and haul from site all rocks and stones over three-quarter (%") inch in diameter. Plants should be thoroughly moist before removing containers. G. Dig a wide, rough sided hole exactly the same depth as the height of the ball, especially at the surface of the ground. The sides of the hole should be rough and jagged, never slick or glazed. H. Percolation Test: Fill the hole with water. If the water level does not percolate within 24 hours, the tree needs to move to another location or have drainage added. Install a PVC stand pipe per SHRUBS / GROUNDCOVER; REFER TO LANDSCAPE PLAN TOPDRESS MULCH PER SPECIFICATIONS; 2" MINIMUM G � G n SETTLED THICKNESS TOP OF MULCH 1/2" C `� ��� - P,9 MINIMUM BELOW TOP OF %O� a -) _1 11 P%� CONCRETE WALK / CURB - `� , �� - v, SCARIFY SIDES Cn CONCRETE WALK < ° d r yl"';�'I k':'•%` 1'r't,��ly 1-<'-'^'1 Y,� l� /''1�. �'Y ;�^g`"'�ILC NOTE: NO STEEL EDGING SHALL BE INSTALLED ALONG SIDEWALKS OR CURBS REFER TO LANDSCAPE PLAN 6" FOR SPACING n r) SHRUB / GROUNDCOVER DETAIL V jofl. NOT TO SCALE tree planting detail as approved by the Landscape Architect if the percolation test fails. I. Backfill only with 5 parts existing soil or sandy loam and 1 part bed preparation. When the hole is dug in solid rock, topsoil from the same area should not be used. Carefully settle by watering to prevent air pockets. Remove the burlap from the top Y3 of the ball, as well as all nylon, plastic string and wire. Container trees will usually be root bound, if so follow standard nursery practice of 'root scoring'. J. Do not wrap trees. K. Do not over prune. L. Mulch the top of the ball. Do not plant grass all the way to the trunk of the tree. Leave the area above the top of the ball and mulch with at least two (2") inches of specified mulch. M. All plant beds and trees to be mulched with a minimum settled thickness of two (2") inches over the entire bed or pit. N. Obstruction below ground: In the event that rock, or underground construction work or obstructions are encountered in any plant pit excavation work to be done under this section, alternate locations may be selected by the Owner. Where locations cannot be changed, the obstructions shall be removed to a depth of not less than three (3') feet below grade and no less than six (6") inches below the bottom of ball when plant is properly set at the required grade. The work of this section shall include the removal from the site of such rock or underground obstructions encountered at the cost of the Landscape Contractor. 0. Trees and large shrubs shall be staked as site conditions require. Position stakes to secure trees against seasonal prevailing winds. P. Pruning and Mulching: Pruning shall be directed by the Landscape Architect and shall be pruned in accordance with standard horticultural practice following Fine Pruning, Class I pruning standards provided by the National Arborist Association. 1. Dead wood, suckers, broken and badly bruised branches shall be removed. General tipping of the branches is not permitted. Do not cut terminal branches. 2. Pruning shall be done with clean, sharp tools. 3. Immediately after planting operations are completed, all tree pits shall be covered with a layer of organic material two (2") inches in depth. This limit of the organic material for trees shall be the diameter of the plant pit. Q. Steel Curbing Installation: 1. Curbing shall be aligned as indicated on plans. Stake out limits of steel curbing and obtain Owners approval prior to installation. 2. All steel curbing shall be free of kinks and abrupt bends. 3. Top of curbing shall be y" maximum height above final finished grade. 4. Stakes are to be installed on the planting bed side of the curbing, as opposed to the grass side. 5. Do not install steel edging along sidewalks or curbs. 6. Cut steel edging at 45 degree angle where edging meets sidewalks or curbs. 3.3 CLEANUP AND ACCEPTANCE A. Cleanup: During the work, the premises shall be kept neat and orderly at all times. Storage areas for all materials shall be so organized so that they, too, are neat and orderly. All trash and debris shall be removed from the site as work progresses. Keep paved areas clean by sweeping or hosing them at end of each work day. END OF SECTION 3/16" X 4" BLACK EDGING, STAKES ON INSIDE; EDGING SHALL BE 1/2" MAXIMUM HEIGHT ABOVE FINISH GRADE LAWN / FINISH GRADE POCKET PLANTING NOT ALLOWED -I PREPARED SOIL MIX PER SPECIFICATIONS; TILL 6" MINIMUM OF PREPARED SOIL MIX INTO 6" DEPTH OF EXISTING SOIL NATIVE SOIL ROOTBALL, DO NOT DISTURB BELLE FIRMA • CASE # ZA21-0020 • 4245 North Central Expy Suite 501 Dallas, Texas 75205 • 214.865.7192 ����PNDSCgpF9 PNN yq m %47 � 04/13/21 1 L2.02 rVILI-riki ? Tnrr Th nr-RAA IAI T7/n 7 MINOO SIP MUTUAL ACCESS EASEMENT ��` LANDSCAPE NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. 2. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 4. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1" BELOW FINAL FINISHED GRADE IN LAWN AREAS. 5. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY STEEL EDGING. NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS, WALKS, OR CURBS. CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE IT INTERSECTS WALKS AND CURBS. 6. TOP OF MULCH SHALL BE 112" MINIMUM BELOW THE TOP OF WALKS AND CURBS. 7. ALL LAWN AREAS SHALL BE SOLID SOD BERMUDAGRASS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 8. ALL REQUIRED LANDSCAPE AREAS SHALL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND I P M -T.- ------.--� IRRIGATION SYSTEM WITH RAIN AND FREEZE SENSORS AND EVAPOTRANSPIRATION (ET) WEATHER -BASED CONTROLLERS AND SAID IRRIGATION SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL AND INSTALLED BY A LICENSED IRRIGATOR. 9. CONTRACTOR SHALL PROVIDE BID PROPOSAL LISTING UNIT PRICES FOR ALL MATERIAL PROVIDED. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. MAINTENANCE NOTES 1. THE OWNER, TENANT AND THEIR AGENT, IF ANY, SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE. 2. ALL LANDSCAPE SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO LANDSCAPE MAINTENANCE. 3. ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT PART OF THIS PLAN. 4. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. 5. ALL PLANT MATERIAL WHICH DIES SHALL BE REPLACED WITH PLANT MATERIAL OF EQUAL OR BETTER VALUE. E 6. CONTRACTOR SHALL PROVIDE SEPARATE BID PROPOSAL FOR ONE YEAR'S MAINTENANCE TO BEGIN AFTER FINAL ACCEPTANCE. GENERAL LAWN NOTES 1. CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF EXISTING TOPSOIL WITH ON-SITE CONSTRUCTION MANAGER. 2. CONTRACTOR SHALL LEAVE LAWN AREAS 1 " BELOW FINAL FINISHED GRADE PRIOR TO TOPSOIL INSTALLATION. 3. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED ON CIVIL PLANS. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 4. ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN INSTALLATION. 5. CONTRACTOR SHALL REMOVE ALL ROCKS 314" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC. PRIOR TO PLACING TOPSOIL AND LAWN INSTALLATION.. 6. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. 7. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. SOLID SOD NOTES 1. PLANT SOD BY HAND TO COVER INDICATED AREAS COMPLETELY. ENSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS. 2. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS. 3. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. 4. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, OVER -SEED BERMUDAGRASS SOD WITH WINTER RYEGRASS, AT A RATE OF FOUR (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. GENERAL NOTE: ALL MECHANICAL EQUIPMENT TO BE SCREENED PER CITY REQUIREMENTS n iu PLANT LIST SYMBOL BOTANICAL NAME Required/ Landscape TREES CM Lagerstroetnia indica Natchez' CP Pistacia chi7et7sis DW Chilopsis littearis LO Quercus virgit7iana MG Magnolia gratadiflora "Little Gem' SO Quercus shutnardii EXISTING TREE LEGEND EXISTING TREE TO REMAIN SUMMARY CHART - BUFFERYARDS Required/ Landscape Location 1 Accent Canonv Trees Shrubs Ground Ground Color Provided Areas . ft. front or side 75 Trees 12.9 25.8 161.25 , ft.)Seasonal 967.5 104 Required! Provided 17,631 Bufferya rd Canopy Accent 5,060 115 Fence/Screening Length Notes Length 2. A minimum of 50% of all canopy trees planted on the site must be 2" caliper and 50% must be 4" in caliper. This 'Frees Shrubs 5 gal. container full, 20" spread, 36" o.c. a Provided solid sod, refer to Solid Sod Notes Width /Type Trees Height & Material Base Line Required 337' 5'- A 4 7 15 North - 0 a None Provided 337' 5'- A 7 59 Required 188' 5'- A 2 4 15 East - None Provided 188' 5'-A 13 4 15 Required None None None None None South - None Provided None None None None None Required 200' 5'- A 2 4 16 West - None Provided 200' 5' - A 0a 4 16 *Note any credits used in calculations a. Existing Tree Credits applied. b. Bufferyard length has been reduced to accommodate the shown drives. Notes 1. Specific plant types and locations are subject to review by the Landscape Administrator during the building permit application process. Credits for a reduction in required plant materials, as specified by sity ordinance, will be determined during this building permit process. 2. A minimum of 50% of all canopy trees planted on the site must be 2" caliper and 50% must be 4" in caliper. This includesplantings I bufferyards as well as interior to the site. 3. Accent/Understory trees are required to be a minimum of 6' in height when planted. 4. All plant materials are to be maintained in perpetuity. SUMMARY CHART - INTERIOR LANDCAPE SHRUBSIG ROUNDCOVER Required/ Landscape % of area in Accent Canonv Trees Shrubs Ground Ground Color Provided Areas . ft. front or side 75 Trees 12.9 25.8 161.25 , ft.)Seasonal 967.5 104 Required 6,450 Provided 17,631 100 18 110 328 5,060 115 *Note any credits used in calculations a. Existing Tree Credits applied. Notes 1. Specific plant types and locations are subject to review by the Landscape Administrator during the building permit 2. A minimum of 50% of all canopy trees planted on the site must be 2" caliper and 50% must be 4" in caliper. This 3. AccentlUnderstory trees are required to be a minimum of 6' in height when planted. 4. All plant materials are to be maintained in perpetuity. COMMON NAME Crepe Myrtle 'Natchez' Chinese Pistache Desert Willow Live Oak Little Gem Magnolia Shumard Red Oak Whale's Tongue Agave Loropetalum 'Plum Delight' Mexican Feathergrass Miscanthus "Adagio' Upright Rosemary 'Tuscan Blue' Seasonal Color Salvia Greggii Pink Skullcap Texas Sage 'Green Cloud' Common Bermudagrass QTY. SIZE REMARKS 8 SHRUBSIG ROUNDCOVER AG Agave ovatifolia LOR Lorooetalum chinensis Pluni Delight' MFG Nassella tenuissinra MIS Miscatrthus sinet7sis Adagio' RM Rostnarinus officinalis 'Tuscan Blue' SC 30 gal. SG .Salvia greggii Red' SK Scutellaria suffrutescens TS Leucophyllum frutescens 'Green Cloud' container full, 20" spread 24"° o.c. Cynodon dactylon COMMON NAME Crepe Myrtle 'Natchez' Chinese Pistache Desert Willow Live Oak Little Gem Magnolia Shumard Red Oak Whale's Tongue Agave Loropetalum 'Plum Delight' Mexican Feathergrass Miscanthus "Adagio' Upright Rosemary 'Tuscan Blue' Seasonal Color Salvia Greggii Pink Skullcap Texas Sage 'Green Cloud' Common Bermudagrass QTY. SIZE REMARKS 8 30 gal. container grown, single trunk, 8' ht., 4" spread, matching 10 3" cal. container grown, 1 2' ht., 4' spread, 4' branching ht., matching 3 30 gal. container grown, 3-5 trunk, 8' ht. min., 4' spread rein. 3 4" cal. container grown, 14' ht., 5" spread, 5' branching ht., matching 14 30 gal. container grown, full to base, 8' ht., 3' spread, matching 11 3" cal. container grown, 12' ht., 4' spread, 4' branching ht., matching 13 5 gal. container full 38 5 gal. container full, 18" spread, 36" o.c. 1,265 1 gal. container full, 24" o.c. 51 5 gal. container full, 48" o.c. 74 5 gal. container full, 20" spread, 24°" o.c. 130 4" pots container full, 12" o.c., selection by Owner 112 5 gal. container full, 20" spread 24"° o.c. 46 3 gal. container full, 18" o.c. 141 5 gal. container full, 20" spread, 36" o.c. solid sod, refer to Solid Sod Notes NOTE: ALL TREES SHALL HAVE STRAIGHT TRUNKS AND BE MATCHING WITHIN VARIETIES. PLANT LIST IS AN AID TO BIDDERS ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES ON PLAN. ALL HEIGHTS AND SPREADS ARE MINIMUMS. ALL PLANT MATERIAL SHALL MEET OR EXCEED REMARKS AS INDICATED. SCALE: 1" = 20'-0" AN 0 10 20 40 -� BELLE FIRMA CASE # ZA21-0020 • 4245 North Central Expy Suite 501 Dallas, Texas 75205 • 214.855.7192 04/13/211 UeOl 0 LL - O z Q J n 0 z Q C� I U U7 F- LU Lv U) / in 0 Q U Lv Y a J O U) Q J O z CL Z��� Z . N Lv OOYCV n:2 z J '-4- N 14- � D m LLJ � Z Q O Q H F- F- F- < F- OODU) J J Q Q CL�JJ �/� �C2 8 O ;U �z N, \ I " � Z \ \ iH \ s as_ 0 FH \_ - - \\ I Qy) CP CA a-1�3 & I ->1 F-1 68 70 680.78 \ 679.0& 677.17 I 75.99 673.76 ��- \ \ I F \ I 76 9.50 680.78 \ \ ^ V 0 ° a'� 67TW \ 67 .5 I \ 675.82 I TVjt BW BW \1 \ �� \� \\675.6 67 .5 I 67 b INE I I \ I \ I °� I 672.24 I ICV I / - - - - - - - \ - I \ so.00 678.70 I x I \ x \ BW I - - 679.16 \ 676.8 676.35 I �� 674.13 677 (f� 675.92 rI I 110 \ I I 680.50 679.80 I \ \ I 672.37 \ �Q I 682.54 681.9Q EXPOSED GRADE BEAM / \ $c�% \ I �ro°l° \ 675.57 BW \ I I (O \ I TTW \ �j. \ 675.89 75.97 I RETAINING WA L W/ \ I I I FH W \ / \ /� O �' 15' ACCE�S ESI AT 682.54 1 679.84 \ \ I \ I 42" HANDRAILS 6 I I EXPOSED \ I I (DESIGN BUILD \ \ \ 678.43677.17 \ I GRADE BEAM \680.5 FL " \ x \76.33X X675.43 \ 676.63 76�ll I I I \ \ 6° kI1 \627 .6 5 80 5BW oFFE 680.50 6 \\\ \ \\ \5' U \TIL ESMT 676.1 676.75 69 6. X677.36 716 675.62 676.75 TW TW,-, 675.21 672. .74\ \ 678.62 6 6W 879 676.75 FFE =i 676.75 CONTRACTOR SHALL CP SITIVE DRAINAGE 6 5.94 76.75 \ I i1 679 679.71 J EXPOSE I I I \\ �� I r7r� / I I GRADE BEAM l l \ \ \ 00 680.60 680.42 00 \ I I \ \ CS'] 3.98 I \ I I \ n \ I 0 \ \ I \ J 676.40 674.33 I \ I N A \ \ 681.40 -Ti 1 \ \ 681.10 J I \ y \ I \ 673168 EXPOSED GRADE BEAM I LL- 679.4 \ 677.58 676.68 \ 675.85 675.6 675.62 \ \ I \ I \ 678.42 I \ \ I III I A \ I \ \ \ I 673.19± I I I I ME i I I I I �� I \I \\ l I I ® J \ 4.04 74± I 681.40 LL- 679.76 \ 67.64 677.80 676.M 676.90 x 675.75 6 7 x ME � I B I CNC. oRi trE I I I I \ FFE = 681.40II 681.40 I ' �C° \ \ \ \ \ 1 72.11; �I -Ti \ `� \ coo \ \ �� \ I l ss ss \ \ I \ \ 673.57± �\ \ \ I\ ME38.94 TEMP -------- \ \ \ \ I &NSTRUCTION ESMT \I I v / II \ 680.78 \ .64 679.18 \ \ 676.95 674.69 / 1 0 \ \ 680.30 x \ \\ 67" I \ ME ± / / 1 681.04 EXPOSED GRADE BEAM \ \ 1 I I \ I \L - -\- - - - - - IN 681.40 681.4 V I 681.1Z? 681.30 680.72 J I \ C.674.69t� L. - - - - - - - - - C,� I \ \ 680.3 X9.78 679. / 677.31 676.96 -- 675.05 / / ME \ \\ \ / Cl (1�-7 - - \ - V \ I !�/ x 79.09 / \ / \ FSE // / I / I I 682.2 - 681.46 - - 68.27 - - - - \ - - - - - I - 677.60 - / 677.36 - - - 676.20 683.46± \ I ----- ` -- I -CO 85.00± ME 682.36± IL �L FL i 1 \ d` I 682.65± 681.09± 679.48±\679.04± 678.73± 677.24± 69.80±\ OZ 675.84± 674.39±PC Fk \\ M I ME � ME ME O� ME ME 6'% M� ME ` ME I ME 1 - --- N �I \�N \\ \ \\� z I \\ I \ a_ \ \\ \ I \ _ _ / �R--------- - \ I r I - - - - --- ---- --- --- - - ---- - - -- - - -- - -- - - - - - -- - - - -_ --- -- I I / GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. LEGEND - -695- - EXISTING CONTOUR 700 PROPOSED CONTOUR DRAWN: FLOW PATH X699.50 PROPOSED GRADE (TOP OF PAVEMENT) ME MATCH EXISTING TR TOP OF RAMP TW TOP OF WALL BW BOTTOM OF WALL NOTES: 1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS OTHERWISE NOTED. 2. EXISTING UTILITIES WERE OBTAINED FROM RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND NOTIFY THE ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN. 3. MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED 4:1; MIN EARTH GRADE IS 1%; MIN PAVING GRADE IS 0.5%. 4. ALL CURB HEIGHTS ARE 6 -INCHES UNLESS NOTED OTHERWISE. 5. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 6. REF. STRUCTURAL PLANS, SPECIFICATIONS, AND GEOTECHNICAL REPORT FOR ALL BUILDING PAD PREPARATION CRITERIA. 7. THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE RAMPS PER CITY OF SOUTHLAKE AND ADA STANDARDS. 8. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION. 9. GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES. 10. CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE. 11. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM EXISTING & PROPOSED BUILDINGS. 12. FOR ANY RETAINING WALLS GREATER THAN 4 -FEET IN HEIGHT, INCLUDING THE FOOTING, SHALL REQUIRE STRUCTURAL PLANS PREPARED BY A REGISTERED ENGINEERING IN THE STATE OF TEXAS AND WILL REQUIRE A PERMIT FROM THE BUILDING INSPECTIONS DEPARTMENT PRIOR TO CONSTRUCTION. 13. CONTRACTOR TO PROVIDE RETAINING WALL STRUCTURAL PLANS, PREPARED BY A LICENSED ENGINEER IN THE STATE OF TEXAS, TO THE BUILDING INSPECTIONS DEPARTMENT PRIOR TO CONSTRUCTION. BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY. ELEVATION: 655.28 - CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' TEXAS FIRM #14199 0 O o U � Z N lL 6i W ofO wO - Z 2 O} I� x a� U ILLJ LLJ z o LU M CC o o� III � J x �o LU z� Wo U1 M 0 O Uj °m PRELI Ml NARY FOR REVIEW ONLY Not for construction purposes. CLAYMOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. No.109800 Date 4/13/2021 DESIGN: LRR DRAWN: LRR CHECKED: CLC DATE: 4/13/2021 SHEET C-11 File No: MAGNOLIA SOUTHLAKE C.7 Q Q W Of Q w C7 a Z_ Q C7 Z U) X W I U () H W W 2 / 0 0 a U w Y Q J F_ O Q J O Z Q Z� �Lo z J F 31. N W OOYCV \Q O Z �/L0 J IV 4- LLJ ; c� C1 a Q W ry Q W 0 Q z Q 0 0 w W O a 0 Iz n LO I 0 (A H W W 2 N 0 0 a 0 w Y Q J O 07 Q J O Z a- Q a- 0) Q Z� 3'- N W N 00`SO Qf 04 Ch C14 z n :2 n J IV - D m H ; Z D Q 0 Q H 0 F N H H Q H 0000) J J 0 Q a- a- J J HYDROLOGIC CALCULATIONS - POST DEVELOPED CONDITIONS DRAINAGE AREA LABEL DRAWN: AC DRAINAGE AREA (AC) DRAINAGE AREA AREA (AC.) C Tc (min) 11 (IN/HR) Q, (CFS) 110 (IN/HR) Q10 (CFS) 125 (IN/HR) Q25 (CFS) 1100 (IN/HR) Q100 (CFS) REMARKS A-1 0.65 0.90 10.0 3.89 2.28 6.49 3.79 7.78 4.55 9.76 5.71 DRAINS TO PROPOSED CURB INLET B-1 0.23 0.90 10.0 3.89 0.81 6.49 1.34 7.78 1.61 9.76 2.02 DRAINS TO PROPOSED CURB INLET C-1 0.06 0.90 10.0 3.89 0.21 6.49 0.35 7.78 0.42 9.76 0.53 DRAINS TO PROPOSED CURB INLET D-1 0.33 0.90 10.0 3.89 1.16 6.49 1.93 7.78 2.31 9.76 2.90 DRAINS TO GRATE INLET BY OTHERS E-1 0.31 0.90 10.0 3.89 1.09 6.49 1.81 7.78 2.17 9.76 2.72 DRAINS TO VILLAGE CENTER ROW R-1 0.09 0.90 10.0 3.89 0.32 6.49 0.53 7.78 0.63 9.76 0.79 ROOF DRAINS R-2 0.10 0.90 10.0 3.89 0.35 6.49 0.58 7.78 0.70 9.76 0.88 ROOF DRAINS R-3 0.10 0.90 10.0 3.89 0.35 6.49 0.58 7.78 0.70 9.76 0.88 ROOF DRAINS TOTAL DRAINAGE 1.87 6.55 10.92 13.10 16.43 "FULLY DEVELOPED FLOW ACCOUNTED FOR BY DOWNSTREAM INFRASTRUCTURE PER NOLEN OFFICE PARK PLANS BY BAIRD, HAMPTON & BROWN, INC. DATED 11 NOVEMBER 2012. FL 665.46\ 1 -IH \ \ - -_ qw 6V1(,v FL 6 If 0 � \ / / O FH \ / \ J \ \ \I vv- \ Q�) noun Qy) man \\ I ----- -. \ I \ I \ \ p 1 � 1I I ) Ilcvl / \ 6j \ I e1_9 \ �\ I \ \ \ \ I I ( FH CCE�S ESI%/1T FL II \\R-2 I 1 \ 0.10 AC \ I \ \ 5' UTIL ESMT 40 II I I \ \ 0.88 CFS \ i9 \ p> I R 1 I \ \ \ \A p O \\\ \\ \ \ 1�N-NI 0.09 AC 1\ \ I I I \ ^ \ \ \ \ � I A-1 , I � 0.79 CFS \ 0.65 AC I E -i \ 5.71 CFS I / \ \ i I � I 0.31 AC I I III / y � I \ \ \ I 2.72 CFS I I = 8200 l I io _T1 r 1 \ 0.06 AC I 1 III I \ \ \ \ \ I 0.53 CFS I \\ I \ \ I I \ \ 1 6,� 41 I I \ \ III I - \ I I I I I I \ II I I � \ I i I CgNC. DR/VE \ R3 II I \\ �\ \ �� 1 ja ` i ` "72.1p�I 0.10 AC\ \ CIOLO\ ss ss - / I 0.88 CFS \ \ \\-------- � /I / I \ \ s-� \ \ \ 38.94' TEMP I 6') .00 / I / \ \ \ \ % \ \ 0.23 AC \ \ \ i \ &NSTRUCTION EISMT \I\ I N / / 1 � 2.02 CFS ` � I � I \ L / / I � / \, \ \ \ ------- II A a It I \ \ // I L--- - - \\\---- - 06 - / D-1 kx 0.33 AC {{ ------ �--J-- 2.90 CFS Ft � FL VFL- FL FL 4-� % \ �� - - I I \ z I \\\ \ 1 \ --- \ \ N II - ------------------------- �-- -----� I GRAPHIC SCALE 20 0 10 20 40 1 inch= 20 ft. LEGEND DRAINAGE AREA LABEL DRAWN: AC DRAINAGE AREA (AC) CFs FLOW QUANTITY (CFS) =0 DIRECTION OF FLOW o wo DRAINAGE AREA BOUNDARY ---600--- EXISTING CONTOURS 600 PROPOSED CONTOURS FLOODPLAIN NOTE ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X", (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY. ELEVATION: 655.28 - CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' TEXAS FIRM #14199 DESIGN: �2 00 DRAWN: �z N Z CHECKED: rw w DATE: o wo - o2 C-15 as W MAGNOLIA SOUTHLAKE W z W U� Ls �o o� Z QQX z� LLJ MO 0 °m PRELIM I NARY FOR REVIEW ONLY Not for construction purposes. CLAYMOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. No.109800 Date 4/13/2021 DESIGN: LRR DRAWN: LRR CHECKED: CLC DATE: 4/13/2021 SHEET C-15 File No: MAGNOLIA SOUTHLAKE C7 LL. O Z Q J a_ Z Q ry O (n 00 I U / (A H w LTJ 2 N 0 0 a U Lv Y Q J O (n a J O z Q :2 a_ Zr7.. z J � � j LTJ OOYCV 04 (1f Z LO J - IV - D m H ; Z 0 Q O Q H O F N HF-QH OOU(n J J Q Q a- a- J J FD. 5/8" I.R. M M M M �i8STA: 2+67.29 STORM LA N: 5114.22 lE: 4631.52 INSTALL: FD. 1/2'IR;F1D I I I1-2' LANDSCAPE DRAIN FL 12": 676.70 1 w O O DESIGN: I FHJ, I I I I - M M 18 LF OF 12" HDPE @ 3.14% LRR r I Q PROPOSED GRATE INLET 1+85.12 STORM LAT A-1 N: 5114.17 E: 4713.69 INSTALL: 1-45° BEND FL 12": 674.12 DATE: 82 LF OF 12" HDPE @ 3.14% 1 1 1 P STA: 1+67.47 STORM LAT A-1 N: 5126.64 E: 4726.18 INSTALL: 1- 45° BEND J LL - S89'30'00"W 378.95 1+00 149E OF 12" HDE@3.1 % STA: 0+17.97 STORM LAT A-1 N: 5126.55 E: 4875.68 INSTALL: 1- 45° WYE FL 12": 668.87 FL 18": 668.37 FL 18": 668.37 A: 0+36.56 STORM LINE A N: 5128.05 E: 4874.18 INSTALL: 1- 5' CURB INLET STA: 0+36.56 STORM LINE A N: 5122.84 E: 4889.95 INSTALL: 45° BEND FL 18": 667.87 A: 1+32.20 STORM LINE A N: 5027.20 E: 4889.89 INSTALL: 1- 45° BEND 0 00 Lu n. 2 00 U- 0 U- 1.7 LP N: 5148.68 E: 4915.80 CONNECT TO EX CURB INLET CONTRACTOR SHALLL VERIFY EX FL AND NOTIFY ENGINEER OF ANY DISCREPENCY. EX FL 24: 667.34 FL 18": 667.44 31 LF OF 18" HDPE @ 1.18% STA: 0+31.32 STORM LINE A N: 5126.54 E: 4893.65 INSTALL: 1- 45° WYE FL 18": 667.81 FL 18": 667.81 J r1 FH M FD. 5/8 I�z CnK . -I C Z� O D p r Ny N � wCn (n 4�- D Cn 0 m �m �z M -0 W -V--- I I I I I bl IICVI II DESIGN: I FHJ, I I I I - I 5' UTIL ESMT LRR r I Q PROPOSED GRATE INLET 1 1 P STA: 1+67.47 STORM LAT A-1 N: 5126.64 E: 4726.18 INSTALL: 1- 45° BEND J LL - S89'30'00"W 378.95 1+00 149E OF 12" HDE@3.1 % STA: 0+17.97 STORM LAT A-1 N: 5126.55 E: 4875.68 INSTALL: 1- 45° WYE FL 12": 668.87 FL 18": 668.37 FL 18": 668.37 A: 0+36.56 STORM LINE A N: 5128.05 E: 4874.18 INSTALL: 1- 5' CURB INLET STA: 0+36.56 STORM LINE A N: 5122.84 E: 4889.95 INSTALL: 45° BEND FL 18": 667.87 A: 1+32.20 STORM LINE A N: 5027.20 E: 4889.89 INSTALL: 1- 45° BEND 0 00 Lu n. 2 00 U- 0 U- 1.7 LP N: 5148.68 E: 4915.80 CONNECT TO EX CURB INLET CONTRACTOR SHALLL VERIFY EX FL AND NOTIFY ENGINEER OF ANY DISCREPENCY. EX FL 24: 667.34 FL 18": 667.44 31 LF OF 18" HDPE @ 1.18% STA: 0+31.32 STORM LINE A N: 5126.54 E: 4893.65 INSTALL: 1- 45° WYE FL 18": 667.81 FL 18": 667.81 J r1 FH M FD. 5/8 I�z CnK . -I C Z� O D p r Ny N � wCn (n 4�- D Cn 0 m �m �z M -0 W -V--- I I I I I bl IICVI II DESIGN: I FHJ, I I I I - I 5' UTIL ESMT LRR PROPOSED CURB INLET I Q PROPOSED GRATE INLET CLC PROPOSED HEADWALL DATE: PROPOSED RIP RAP I 0) C I O PROPOSED 12" PVC ROOF DRAIN. MIN SLOPE 1.00% C-16 o I MAGNOLIA SOUTHLAKE o z I I I I � I I I 1 1 9 LF OF 18" HDPE @ 1.18% ®LL- I I + I I I I Id 148 LF F18"H PE@118% i r I STA: 1+41.61 STORM LINE A N: 5020.547 I - E: 4896.54 STA: 1+89.66 STORM LINE A I1 1 INSTALL: N: 5020.52 1 I1- 45° BEND E: 4944.58 FL 18": 669.11 I I I J INSTALL: d- B I CgNC.. DR/VE Li I I ----------------------------------------- 1-3'GRATEINLET ____ CONNECT: - 72•tpTC 672.16 O ss ss ss ss ss ss 12" ROOF DRAIN ss I ss I ss I FL 66 s12 ss - - - - r - - FL 18": 669.68 I - - - - L ism ss ss 38.94'TE I v1 P r �NSTRUCTI NiMf//----- L- - - - - - - -- I I / N89'43'01 "E J I LL I I 20.91' I - -- -- -- ZT5 I. -- -- -- / FD. 5 8-- -- CE -- - -- - ---- - -- -- ---- - -- - I I I °323 "W 38.84' {{ �{-------- - FL F� -FL-- �L FLFL- I I I I I I ° I I F ---- I I I I p I S89'59'03"E 359.28' SET 5/8" I.Lj SET 5/8" I.R. M TUAI ACCESS EASE M M M M M M M M M � M M MI NA T M INST. NO. D22029534411 D. C.T. O I I ---�- rt I a v I I 71/ / \ GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 ft. LEGEND DESIGN: PROPOSED STORM DRAIN - DRAWN: EXISTING STORM DRAIN LRR PROPOSED CURB INLET CHECKED: PROPOSED GRATE INLET CLC PROPOSED HEADWALL DATE: PROPOSED RIP RAP O PROPOSED 8" PVC ROOF DRAIN. FL 4' BELOW FIFE (TYP) O PROPOSED 12" PVC ROOF DRAIN. MIN SLOPE 1.00% BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY. ELEVATION: 655.28 - CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' TEXAS FIRM #14199 O oU Z N 111 of rW WU wU O 2 d Q U I LJ W LJz W _F U �o o� J X F- F- Cj F -o LLJZK W (-)0 LL M � W rnm PRELIM I NARY FOR REVIEW ONLY Not for construction purposes. CLAYMOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. No.109800 Date 4/13/2021 DESIGN: LRR DRAWN: LRR CHECKED: CLC DATE: 4/13/2021 SHEET C-16 File No: MAGNOLIA SOUTHLAKE 0 1-41 V) li O z Q J J H v, N I U 0 W w 2 0 0 a U w Y a J 2 O N Q J O z a<0 Q N � 00 Qt�izN 3: N Ld N O O Y O 0f C4 C14 Zr7r) J N 4- o M LLJ ; 01 C Q 11 6 70 \ �tA EXISTING SD CULVERTS 1 t \ PREVIOUSLY SIZED FOR FULLY DEVELOPED CONDITIONS. i PLEASE REFER TO SOUTH NOLEN t ( \ DRIVE AS BUILT PLANS PREPARED ( . i / BY JDJR ENGINEERS & , 1 ((/ i f 100' 0' 100' 200' \ 1 CONSULTANTS DATED 04/05/02.LS —680 6 \ l , J ✓� - l I ( / � ��� \ SCALE 1" = 100' -`� / \. EX. 48" RCP._,, 011 j \ CULVERT �� f J V t / \ 9.40 AC. �\ oI /h } �1 PROP. R.O.W. DEDICATION EXTEND FUTURE i SD TO EX. 48 \ l / CULVERT} t-- \ t ;,` �I � DRAINAGE NARRATIVE \ % FUTURE R.O.W. FUTU ESDG \ DEDICATION , ALIGN ENT FUTURE �' 1 \ \ \ / SDMH (TYP.) 1.07 AC. i \\ \ ON-SITE STORMWATER IS DISCHARGED EITHER DIRECTLY TO SOUTH NOLEN DR., OR INTO THE 10' `� _ DRAINAGE AND UTILITY EASEMENT, AND FLOWS «! /; `�� "� PROP. 18" CONC. SOUTHEAST TOWARD THE EXISTING SUMP INLETS AND Ole �►- \ .\ HEADWALL ' CULVERTS AT THE INTERSECTION OF SOUTH NOLEN 0.49 AC. \ _ ,/ DR. AND CROOKED LANE BLVD. ' 6� � � l / \y � ��o do> PROP. R.O. DEDIC,AT ON _ ` �� 0.10 AG. I I FUTURE CURB III A \ ``� .� �� -� / �/ THE EXISTING CULVERTS UNDER SOUTH NOLEN DR., INLET (TYP.) ,� 0-1 ( 0.29 AC. PROP. 1$ / (I 4.58 Ac. CP SD_ IN � *\ \� �, ---� % NORTH AND SOUTH OF THE SITE, WERE DESIGNED TO ACCOMMODATE FULLY DEVELOPED FLOW EX. DRAINA61t B \ \• \� \` SWALEE TO MAIN // / CONDITIONS. PLEASE REFER TO SOUTH NOLEN DR. AS 0.84 `''� / / BUILT PLANS PREPARED BY JDJR ENGINEERING & / CONSULTANTS DATED 04/05/02. PRO... 10' - ` `` EX. 10' \ �� z GUR INLET C PROP. 10' \ \ ``� CURB INLET �� % / / ' \ SINCE THE EXISTING STORM DRAIN SYSTEMS UNDER "°� � � � \ 1.20 AC. CURB INLET \ � � � �' PROP. 1s'� \ \ `• i� / EX. 42° / RCP NOEN DR. HAVE BEEN DESIGNED FOR FULLY -7*RCP SD LINE, ,✓ ,CULVERT DEVELOPED CONDITIONS, NO STORMWATER DETENTION IS BEING PROVIDED ON-SITE. EXISTING SD CULVERTS \ / PREVIOUSLY SIZED FOR FULLY EX. 36 RCP DEVELOPED CONDITIONS. `` CULVERT 1 PLEASE REFER TO SOUTH NOLEN / / \ D DRIVE AS BUILT PLANS PREPARED /�- BY JDJR ENGINEERS &' \ / CONSULTANTS DATED 04/05/02. . el EX. 10 CURB INLET & 18„ RCP SD LINE 40010 4000, 90000" o ".•�.` "`. ..•• °..�.` '....•"'...� RECORD DRAWING THIS DOCUMENT IS A COMPILATION OF THE SEALED V "►�, ;e POST -DEVELOPMENT HYDROLOGIC COMPUTATIONSENGINEERING DRAWING FOR THIS PROJECT; MODIFIED \ \ / � — � � � "�►�„ % / f �% ( '0Ii/ BY ADDENDA, CHANGE ORDERS AND INFORMATION FURNISHED BY THE CONTRACTOR AND OTHERS; AND +s 5 Yr 100 Yr HAS NOT B N F D VERIFIED FOR ACCURACY OR Rainfall intensity calculations are based on NCTCOG iSWM Design b = 71.154 b = 110.20 M TENES . Manual for Site Development Rainfall Tables. d = 12 d = 14 ~�-1 65 2 oeaa0000eaeoaeoeoeaeoe0000 KONSTANTINE BAKINTAS eoeoae0000 000 e0000e000e000 9 m 67022 a:41:' 0 BHB r'• 2011.719.001 I I SHEET i of t i o 00 W 00 N e. �cq r W • �- N Q n 00 <O �n 0 �-C� Z ' LU .0 �U CSF- > `T� F m� C O �■ .wo LU o LLJ [I El cn VH 0 to to F- Z 0 C/) H Z W 0Lj 65 2 oeaa0000eaeoaeoeoeaeoe0000 KONSTANTINE BAKINTAS eoeoae0000 000 e0000e000e000 9 m 67022 a:41:' 0 BHB r'• 2011.719.001 I I SHEET i of t i C14 W N 0� r W • �- C) C) Q H O N • 0 Z ' LU .0 E 1 n LU Uj LLJ a - . F- Z 0 C/) H Z W 0Lj a U-1 m w W V) Qf z W F- o N � 0 0 z U U � C) m m a a ate. aa.. 0 0 LLJ� N r- O z 65 2 oeaa0000eaeoaeoeoeaeoe0000 KONSTANTINE BAKINTAS eoeoae0000 000 e0000e000e000 9 m 67022 a:41:' 0 BHB r'• 2011.719.001 I I SHEET i of t i 0� • e • Z ' LU .0 E 1 + LU Uj LU a - . 20 65 2 oeaa0000eaeoaeoeoeaeoe0000 KONSTANTINE BAKINTAS eoeoae0000 000 e0000e000e000 9 m 67022 a:41:' 0 BHB r'• 2011.719.001 I I SHEET i of t i E U U B1 A T HANDRAIL IF REQ'D BY OTHERS RE: 1/RW1 ALSO. REQ'D _ O?- X - CAP ��: MP _III III I I 1 I I I I 11 11 I=1 I 1=1 �i n i1 1=1 1=I 1- 4" TOP SOIL & 1'-8° _ CLAY CAP AND 00 COMPACTED ON SITE SAIL. TIGHTLY FITTED STONE NO MORTAR REQUIRED = BACK FACE MAY BE 0 0 IRREGULAR INDICATES ZONE WHERE STONE IS TO BE FULLY o o FILTER FABRIC AROUND MORTARED TOGETHER TOP, - DRAINAGE ZONE, MIRAFI BOTTOM, FRONT AND BACK. ; o o _ 140N OR APPROVED EQUAL. POINT ALL FACE III STONE JOINTS o 0 0 I— COMPACTED, OR EXISTING ON SITE SOIL. 11= FACE STONE PER OWNER ­,6 0 0 0 1 E=D III- CONTINUOUS GRAVEL OR CLEAN FREE DRAINING E E ROCK, SEE RW1 GENERAL IIII NOTES. REFER TO A/RW3 0 0 FOR DRAINAGE ZONE ON 3" DIA. WEEP HOLE I WALLS 4'-0" OR LESS © 8'-0" O.C. o III IN HEIGHT. FINISHED GRADE _— SLOPE 1 V:8H MAX. 0 0 o REFER TO CIVIL FOR FINAL GRADING.— FILTER FABRIC OVER END OF 0 111 WEEP PIPE w I— COMPACTED SOIL BELOW WEEP PIPE. -111=I I I=I I I=1 11 -I I III Q 3 111 i i 1=1 11=1 11=1 �n n�n7111: l l l I I B G TYPICAL WALL DETAIL BEARING ON S❑ILS SHEET Date: 05-18-18 CS1 By: MMR 0 0 z Q J N w U U Q Z Q Of F - (f) W W / N H W W 2 N Q U 1-11W Y Q J 2 D O N Q J O Z Q t�� Q rn Z �NLLIN O O Y O Of N C14 Z 1- :2 J r7 N r7 o M LLI > Z Q O_ Q H F N H H Q F- 0 0 0 U) OOU(n OJ J �F� 8" I.R. FD. 1/2' R I I I I I I I I U J J V) H z w U) Lu z T R Tc. T. FD. 5/8" I.R. 1 r I� I I Q0 I ' O� N PROP. CONCRETE SIDEWALK ml� 7 0 0 O I LOT 11 EASTER, THOMAS SURVEY; A474 EX. ZONING: AG L.U.D: MIXED USE OWNER: 2021 PRIMROSE OFFICE II LLC �I I PROP. CONCRETE SIDEWALK I r I •. .I I %fl PROP. ADA RAMP PROP. 5' PUBLIC SIDEWALK 9 LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL�LLLLLLLLLLELLLLLLLL N 89030 ' 0 0" E L L L LLL LLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLI.LLL�LLLL����LiL LL•LLLI �LLLLIILL�LL Le- L L'TTT'rTT•rr+ LeLLlZ[CCCCCLLI[LLR'TTTTT•rn LOLL LLLLL__LLLLLLLLCLLLLLLLLLLLLLLLLL LL LLLLL LLL LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLL LLLLLLL ml ..A. PROP. ADA RAMP ' PROP. CONCRETE A S 106 PARKS 1.87 ACRES IDEWALK I I ..i I 26.41 SO FOR 1. 88Pj 4RES PROP. ADA RAMP I ��. 4' ' PROP. ADA RAMP I PROP. CONCRETE SIDEWALK PROP. CONCRETE SIDEWALK TEMPORAR YN-G'077r7 'IC'T/Z7N EASEMENT /NST. NO. I D22029534411 D. R. T. C. T. R UTA A ES ESE EN ° 9' ' j 1 _ — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — / 13.16 AC (TOTAL) / CALLED 22.90 ACRES D/5 n C) I I r I I bl IICVI �wv® - - 15' BU/LD//VG LINE 5' UT/L/TY EASEMENT /NST. NO. D21JO177IJ D.R. TC, T. LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: MIXED USE OWNER: MPA SOUTHLAKE MOB LLC 24' PUBL/C ACCESS i /NST NO. D213O1771-' SS SS SS ------------------------ S 89°4301 " 9 IL - ------------------------ 0. 1 --------------------------_ --JT 5 - -- -- -- - FD. 51], R. 0 03 2' 3i3" E 38.8 PC FE' S 8' 1. I I I I ----------------- ---� ------ ------�--- BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY. ELEVATION: 655.28 - CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' GRAPHIC SCALE 20 0 10 20 40 1 inch= 20 ft. LEGEND I I T R Tc. T. FD. 5/8" I.R. 1 r I� I I Q0 I ' O� N PROP. CONCRETE SIDEWALK ml� 7 0 0 O I LOT 11 EASTER, THOMAS SURVEY; A474 EX. ZONING: AG L.U.D: MIXED USE OWNER: 2021 PRIMROSE OFFICE II LLC �I I PROP. CONCRETE SIDEWALK I r I •. .I I %fl PROP. ADA RAMP PROP. 5' PUBLIC SIDEWALK 9 LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL�LLLLLLLLLLELLLLLLLL N 89030 ' 0 0" E L L L LLL LLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLI.LLL�LLLL����LiL LL•LLLI �LLLLIILL�LL Le- L L'TTT'rTT•rr+ LeLLlZ[CCCCCLLI[LLR'TTTTT•rn LOLL LLLLL__LLLLLLLLCLLLLLLLLLLLLLLLLL LL LLLLL LLL LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLL LLLLLLL ml ..A. PROP. ADA RAMP ' PROP. CONCRETE A S 106 PARKS 1.87 ACRES IDEWALK I I ..i I 26.41 SO FOR 1. 88Pj 4RES PROP. ADA RAMP I ��. 4' ' PROP. ADA RAMP I PROP. CONCRETE SIDEWALK PROP. CONCRETE SIDEWALK TEMPORAR YN-G'077r7 'IC'T/Z7N EASEMENT /NST. NO. I D22029534411 D. R. T. C. T. R UTA A ES ESE EN ° 9' ' j 1 _ — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — / 13.16 AC (TOTAL) / CALLED 22.90 ACRES D/5 n C) I I r I I bl IICVI �wv® - - 15' BU/LD//VG LINE 5' UT/L/TY EASEMENT /NST. NO. D21JO177IJ D.R. TC, T. LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: MIXED USE OWNER: MPA SOUTHLAKE MOB LLC 24' PUBL/C ACCESS i /NST NO. D213O1771-' SS SS SS ------------------------ S 89°4301 " 9 IL - ------------------------ 0. 1 --------------------------_ --JT 5 - -- -- -- - FD. 51], R. 0 03 2' 3i3" E 38.8 PC FE' S 8' 1. I I I I ----------------- ---� ------ ------�--- BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY. ELEVATION: 655.28 - CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' GRAPHIC SCALE 20 0 10 20 40 1 inch= 20 ft. LEGEND I T R Tc. T. FD. 5/8" I.R. 1 r I� I I Q0 I ' O� N PROP. CONCRETE SIDEWALK ml� 7 0 0 O I LOT 11 EASTER, THOMAS SURVEY; A474 EX. ZONING: AG L.U.D: MIXED USE OWNER: 2021 PRIMROSE OFFICE II LLC �I I PROP. CONCRETE SIDEWALK I r I •. .I I %fl PROP. ADA RAMP PROP. 5' PUBLIC SIDEWALK 9 LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL�LLLLLLLLLLELLLLLLLL N 89030 ' 0 0" E L L L LLL LLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLI.LLL�LLLL����LiL LL•LLLI �LLLLIILL�LL Le- L L'TTT'rTT•rr+ LeLLlZ[CCCCCLLI[LLR'TTTTT•rn LOLL LLLLL__LLLLLLLLCLLLLLLLLLLLLLLLLL LL LLLLL LLL LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLL LLLLLLL ml ..A. PROP. ADA RAMP ' PROP. CONCRETE A S 106 PARKS 1.87 ACRES IDEWALK I I ..i I 26.41 SO FOR 1. 88Pj 4RES PROP. ADA RAMP I ��. 4' ' PROP. ADA RAMP I PROP. CONCRETE SIDEWALK PROP. CONCRETE SIDEWALK TEMPORAR YN-G'077r7 'IC'T/Z7N EASEMENT /NST. NO. I D22029534411 D. R. T. C. T. R UTA A ES ESE EN ° 9' ' j 1 _ — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — / 13.16 AC (TOTAL) / CALLED 22.90 ACRES D/5 n C) I I r I I bl IICVI �wv® - - 15' BU/LD//VG LINE 5' UT/L/TY EASEMENT /NST. NO. D21JO177IJ D.R. TC, T. LOT 1 BLOCK 1 NOLEN OFFICE PARK ADDITION DOC. No. D213017713 P.R.T.C.T. EX. ZONING: SP1 L.U.D.: MIXED USE OWNER: MPA SOUTHLAKE MOB LLC 24' PUBL/C ACCESS i /NST NO. D213O1771-' SS SS SS ------------------------ S 89°4301 " 9 IL - ------------------------ 0. 1 --------------------------_ --JT 5 - -- -- -- - FD. 51], R. 0 03 2' 3i3" E 38.8 PC FE' S 8' 1. I I I I ----------------- ---� ------ ------�--- BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY. ELEVATION: 655.28 - CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' GRAPHIC SCALE 20 0 10 20 40 1 inch= 20 ft. LEGEND PROPOSED CONCRETE SIDEWALK LLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLL PROPOSED PUBLIC SIDEWALK LLLLLLLLLLLLLLLL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND EXACT DOOR LOCATIONS. 3. REFER TO ARCHITECTURAL PLANS FOR FENCE AND GATE DETAILS. 4. REFER TO ARCHITECTURAL PLANS FOR PROPOSED LIGHTING AND PHOTOMETRICS TEXAS FIRM #14199 � 2 o O z N W z w W o O W O Z � o FOOOg a`U W W 4t 4t 0 W N � N Q of �-o Z, WLou O 2 o M 0 O W m m P R E L I M I N A R Y FOR REVIEW ONLY Not for construction purposes. CLAYMOORE ENGINEERING ENGINEERING AND PLANNING CONSULTANTS Engineer CLAY CRISTY P.E. No.109800 De,e 3/14/2021 RU 44-1 DESIGN: LRR DRAWN: LRR CHECKED: CLC DATE: 3/14/2021 SHEET PED -1 File No: MAGNOLIA SOUTHLAKE