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Item 6A - PlansEI DI CI BI AI 1 2 3 4 5 6 PARKING ANALYSIS CHART PROPOSED USE EXISTING PROPOSED EXPANSION AREA PARKING REQ'D AREA PARKING REQ'D RATIO I SPACES RATIO I SPACES OFFICE AREA: 93,721 S.F. ADMINISTRATION /CONF. 8 SPACES FOR FIRST 1,000 S.F. 82 901S.F. -1 OOOS.F. =81 901 S.F. 81,901 1:300 273.0 1,000 8.0 NOC WING 10,442 1:300 34.8 DATA CENTER WING 378 1:300 1.3 GUARD HOUSE 93 1:300 0.0 NON OFFICE AREA: (SWITCH ROOMS, MECH., ELEC., TELECOM ROOMS) 177,448 S.F. ADMINISTRATION / CONF 42,635 1:1000 42.6 NOC WING 8,166 1:1000 8.2 MSC WING 10,270 1:1000 10.3 MSC WING EXPANSION 21,376 1:1000 21.4 DATA CENTER WING 20,722 1:1000 20.7 DATA CENTER WING EXPANSION 56,529 1:1000 56.5 MSC EXPANSION 5,900 1:1000 5.9 MEP WING 11,850 11.9 TOTAL PARKING REQUIRED: 495 495 PARKING PROVIDED: 701 701 HANDICAP PARKING REQUIRED: 14 14 HANDICAP PARKING PROVIDED: 15 15 SITE DATA SUMMARY CHART "NR-P.U.D." NON RESIDENTIAL PLANNED ZONING: UNIT DEVELOPMENT DISTRICT WITH "C-3", "0-2", "HC" AND "CS" USES LAND USE DESIGNATION: MIXED USES GROSS/ NET ACREAGE: 1,089,000 S.F. (25 ACRES) NUMBER OF PROP. LOTS: 1 TABULATIONS EXISTING PROP. FACILITY TOTAL SITE LOT COVERAGE 15.5% 0.0% 15.5% AREA OF OPEN SPACE 523,678 S.F. 503,663 S.F. 503,663 S.F. PERCENTAGE OF EX. OPEN SPACE 48.09% 46.25% 46.25% AREA OF IMPERVIOUS COVERAGE 565,322 S.F. 20,015 S.F. 585,337 S.F. PERCENTAGE OF IMPERVIOUS COVERAGE 51.91% 1.84% 53.75% BUILDING AREA 168,636 S.F. 93 S.F. 168,729 S.F. NUMBER OF STORIES 4 1 4 MAXIMUM BUILDING HEIGHT 60' <14' 60' TOWER HEIGHT 90, N/A 90, FLOOR AREA 219,500 S.F. 93 S.F. 219,593 S.F. LEGEND X BUILDING ENTRANCE/EXIT CONCRETE PAVEMENT En BENCH BUFFER YARD GENERAL NOTES: 1. ALL LIGHTING MUST COMPLY WITH THE LIGHTNING ORDINANCE NO. 163, AS AMENDED WITH REGARD TO TYPE OF LIGHTING, INTENSITY, GLARE, AND SPILL -OVER 2. GATED ENTRY POINTS MUST BE EQUIPPED WITH AN OPTICOM OR KS-2 SWITCH FOR OPENING THE GATE ELECTRONICALLY, AS WELL AS A MEANS FOR MANUAL OPENING OF THE GATE. J GPLS�\ \ GPLS\V NEW SH 114 R.O.W. --� ACQUISITION \ �'1 ° VRIV/11VICIV I F1L \ PERIMETER \ \ FENCE co \ \ � Tr GPL\ 20' UTILITY \ EASEMENT \ \ Grate \ Inlet' \\ 7 \ 50' BUILDING SETBACK \ G \ 25' BUFFE v \ (TYPE-1) 1' 2 \ OWNER WEST OF STATE HIGHWAY 114 O SOUTHLAKE MEADOWS \\ RESIDENTIAL COMMUNITY INC. \ 2555 SW GRAPEVINE PKWY STE 100 GRAPEVINE, TX 76051 i \ ' r • \ C) \ 0. ZONING WEST OF STATE HIGHWAY 114 \ O SOUTHLAKE MEADOWS \ -0' PH1 BLOCK 6 LOT 17X OPEN SPACE ZONED= RPUD \\ L.U.D.= MEDIUM DENSITY RESIDENTIAL 13.00 ACRES D218072310 \ j D.R.T.C.T. \ °. a13�� V) ` �6 S. �0_ SUMMARY CHART -PARKING LOT LANDSCAPE -EXISTING Required/ Provided Landscape Area (Sq. ft) Parking Required Ratio Required/ 14,740 715 20 s.f./ Space Provided 17,445 715 24.4 s.f./ Space SUMMARY CHART -BUFFER YARD Location/ Direction Required/ Provided Length Buffer yard Width/Type Canopy Trees Accent Trees Shrubs SH 114 (WEST) Required/ 793' 25'-1 24 16 96 Provided 793' 25'-1 24 16 96 W. DOVE ST. (SOUTH) Required/ 970' 10'-E 30 20 120 Provided 970' 10'-E 30 20 120 KIRKWOOD BLVD. (EAST) Required/ 1300' 10'-E 39 26 1560 Provided 1300' 10'-E 39 26 1560 PARCEL (NORTH) Required/ 1050, 5'-A 11 21 84 Provided 1 1050' 5'-A 11 21 1 84 SUMMARY CHART -INTERIOR LANDSCAPE -EXISTING Location Required/ Landscape Area % of area in Canopy Under story Shrubs roun easona Provided (Sq. ft) front or side Trees Trees Cover Color 1/500 s.f. 11250 s.f. 1/40 s.f. (150.) 2 s.f. Required/ 45,950 SF 75% 94 188 1,176 7,055 941 ABSTRACT NO. 1134 Provided 552,855 SF 75% 94 188 1 1,176 7,055 941 \ \ \ ` Grate \ , v Inlet \ T S 20' UTILITY EASEMENT 5' BUFFER (TYPE -A) TS - '0' Cur Inlet 10' SWING GATE J.B. MARTIN SURVEY ABSTRACT NO. 1143 DALLAS VITA, L.P. ZONED= NR-PUD L.U.D.= MIXED USE 25.12 ACRES D213036552 D.R.T.C.T. 4rN1 oIAnnin t-ATC N89'57'07'W Vaults - I /�si GROSS FLOOR Al 153.00' I 'GL 10' UTILITY/ Vault 254.95' PEDESTRIAN N% • ACCESS /-Grass Are 8 387-7 N TMH EASEMENT - - Vault _ '29 W _ WM N89057'05NW 250.1 10' BUFFER WV (TYPE E) b ° Brick pavers . HC HC sidewalk Concrete pavement-� ramp ramp N00'02'S6'E - - - - - - - - - -7.31' ZONING SOUTH OF DOVE ROAD (VARIABLE WIDTH R.O.W.) SOUTHLAKE DOVE ASSOCIATES, LLC ZONED= S-P-2 L.U.D.= MIXED USE- 24.95ACRES D206409451- D.R.T.C.T. \ S34'06'40NE \� KIRKWOOD HOLLOW ADD. \ BLOCK 2 LOT 33 COMMON AREA NO. 2 \ \ 11.08 _ _ _ _ _ ZONED= RPUD _ _ _'1 L.U.D.= MEDIUM DENSITY RESIDENTIA4 \�\ \ 0.10 ACRES D00140320000089 I \ KIRKWOOD HOLLOW ADD. D.R.T.C.T. PH III BLOCK 3 LOT 2 \ COMMON Al ZONED=RPUD _ L.U.D.= MEDIUM DENSITY RESIDENTIAL \ 0.14 ACRES \ 'QO •.\ \ � D00164350000225 D.R.T.C.T. A= 33°59'4011 R= 1,778.00' \ �� 00 ' \ \ T- 543 49 Q - I I L= 1,054.91' '\ /,- ' \ ' C L = 1,039.51' `' KIRKWOOD HOLLOW ADD. III BLOCK 1 CB= S17-06'5011E \\ PH COMMON AREAT 23 RCP \ \ \\ \ \ ZONED= RPUD \ L.U.D.= MEDIUM DENSITY RESIDENTIAL \ \\ 0.74 ACRES D00164350000112 Ni H N \ D.R.T.C.T. 10'BUFFER \ \ I Ps • i \ ' AH \N Irvi 3 \ \\ \\ \ \ I 10, WV (v ,,\ \ \ \ \ G 1 O I �`, .I � \ � -7 1 • I �\, \ \ \ 1 10' WATER \� \ EASEMENT 4 I I 1. W u l l \ 20' UTILITY 1 I 1 I EASEMENT 1 1 Ic, I V's \ I � •'., \ 15' WATER I ^rI° T, HTFfI II 30' BUILDING EASEMENT I II 1 �- \ 8' TALL WROUGHT IRON AVM - - �i� 1 \ ORNAMENTAL et. WI PERIMETER FENCE 1 15SANITARY SEWER EASEMENT TS 5' WIDE 1 I SIDEWALK I,dM � I 1 �r'ro 1 i I', KIRKWOOD HOLLOW ADD. Grass Area � I I i PH III BLOCK 1 LOT 23 ,A � 1 � COMMON AREA I I I I ZONED: RPUD L.U.D.= MEDIUM DENSITY RESIDENTIAL Iv�l I 10.74 ACRES I ARM GATES. \ D00164350000112 I EXIT ONLY Hdwl. I I i D.R.T.C.T. M 'CurbT�I • nlet I ° STOCKTON �No ��-► EB El �. � � � I I P�IVE EB 6' Curb I _ ElE: Inlet _ I TS \ 28" RCP wl. Ij 1 ° KIRKWOOD HOLLOW ADD. HdI I PH III BLOCK 2 LOT 28 let Curb ,�' II I COMMON AREA \ .I I I ZONED: RPUD I I 1 L.U.D.= MEDIUM DENSITY RESIDENTIAL - 1 BENCH (TYP) I I 'I 11 1 0.74 ACRES _ 1 f D00164350000112 D.R.T.C.T. conC.� �`� 10, BUFFERI rip-raP II (TYPE-E) II • dom lo I H -Grass Area TMH p 1.oul�s 2-ICV's I I I I' I° I 3-ICV's I ' 20' SIDEWALK CV EASEMENT . I I I EASEMENT I� I -= Q Icv T. T. II1 S00007'0 IT ICV ° 203.0 'I oLP I I � a-Icv's I 'I I•I I I D ass 10' UTILITY/ UILDING ° PEDESTRIAN 3ACK ACCESS D I EASEMEN TfTE o IFbCIS 1 1 c H v's Iv I. Isl .1. .. I I ---_--T-T- - �M WATnAu z -�S442'5S.Q4'81'' 1 -- -- --- -°- W V -- -- -- -- Comm Concrete pavement ' . Val OVERALL SITE PLAN VERIZON SITE SECURITY ---------------- 1 2 3 4 5 SOLANA ADDITION LOT 1, BLOCK 1 J.B. MARTIN SURVEY ABSTRACT NO. 1143 500 DOVE ROAD, SOUTHLAKE OWNER: TARRANTY COUNTY, TEXAS 76092 CELLCO PARTNERSHIP dba VERIZON WIRELESS GREGORY DELMOTTE, ENGINEER IV - CONSTRUCTION DATE OF PREPARATION: 7/13/2018 145 CHUBB WAY BRANCHBURG, NJ 08876 PH: 908-203-5410 N 30 60 90 120 SCALE: 1 "=60' CASE NO. ZA21-0067 I ID IC I IA ■ verizon\/ This drawing was prepared solely for the use of Verizon Wireless and must only be used by Verizon Wireless employees, contractors, and vendors while performing the work shown on this drawing. Any other use of this drawing is forbidden. LEAD CONSULTANT AND MPE ENGINEERS: WICK Federal Reserve Bank Building 100 North Independence Mall West F I S H E R Suite 5 SE - Philadelphia, PA 19106 215-627-0200 - wickfisherwhite.com WHITE Project No. 210035-000 CIVIL ENGINEER ■■■ HALFF ■ ■ 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095 N O Q x V >0 W F- W Z 0 W he W x N ■� J LU 1 0 ca W O � � n � O W O C C L0 Q REV DESCRIPTION DATE SUBMITTALS DATE PROJECT NO: WFW # 210035 '�������I P_EE • OF Te1 l = ��..• . 1 /* yam( •�*I, AO* Alf •••••........ •E. FLYNN ••• X,•.••••••••••••••••••••••/ •• 135900 / I� �� •� •� i NS • � p IA.. CAD DWG FILE: DESIGNED BY: WFW DRAWN BY: WFW DRAWN CHECKED BY: WFW COPYRIGHT: SHEET TITLE SITE PLAN SHEET NUMBER � 1 00 1 2 3 4 5 6 0 L P TGL k N t x� Ex UCE I is E ram E 0 5 10 15 20 SCALE: 1 "=10' I- TS LP j C V FENCE AND SIDEWALK NOTES: INSTALL ADA APPROVED ,A _ 1. 8" TALL BLACK ORNAMENTAL FENCE LOCATION BARRIER FREE RAMP r'O IS SCHEMATIC AND CAN BE ALTERED IN FIELD FOR \ / •O. EASE OF CONSTRUCTION, TO AVOID UNEXPECTED — Ex GE Ex UGE UTILITIES, OR TO AVOID EXISTING TREES. FENCE / SHALL BE PLACED ON OR INSIDE PROPERTY LINE. D 0 GM FENCE SHALL ARTICULATE VERTICALLY WITH GRADE CHANGES AS NECESSARY. INSTALL ADA APPROVED O O O BARRIER FREE RAMP 2. CONTRACTOR TO USE CAUTION WHEN PLACING 0 a FENCE PIERS. UTILITIES SHOWN ON PLANS ARE PROPOSED APPROXIMATE AND MAY NOT REPRESENT ALL TRAIL MARKERS. UTILITIES ON SITE. CONTRACTOR TO REPLACE ANY REFER TO L502 LP UTILITIES DAMAGED BY PIERS IN KIND. LIGHTED BOLLARD 0 D E� .UGE 3. SQUARE SHAPES SHOWN ON FENCING LINE STYLE INSTALL zARE FOR GRAPHIC PURPOSES ONLY AND NOT AN BOLLARDS (3) INSTALL AUTOMATIC ARM INDICATION OF ACTUAL POST LOCATIONS. POST O REFER TO C113 0 GATE FOR ENTRY. GATE LOCATIONS SHALL BE PLACED AT A MAXIMUM O SHOULD BE OPENED BY SPACING AS SHOWN ON THE STANDARD DETAILS AND / O KEY CARD ACCESS, TO MATCH THE EXISTING ON -SITE FENCE. GUARD OPERATED, - - ` AND BY FRONT DESK VIA LIGHTED 4. POST EMBEDMENTS SHALL BE HAND DUG FOR A D ,/ I INTERCOMM BOLLARD O MINIMUM OF 2 SECTIONS WHEN IN CLOSE PROXIMITY TO UNDERGROUND UTILITIES. INSTALL SECURITY _ GATE ACCESSED INSTALL ADA APPROVED CONCRETE ISLAND INSTALL AUTOMATIC ARM GATE BARRIER FREE RAMP W/ 6" CURB FOR ENTRY. GATE SHOULD BE GE 5. PERIMETER FENCING ALONG S.H. 114 TO COMPLY D BY KEY CARD C OPENED BY KEY CARD ACCESS. WITH CITY OF SOUTHLAKE CORRIDOR OVERLAY GUARD HOUSE. REFER E� TO ARCHITECTURAL SECTION 43.9(c)1(f). FENCING SHALL NOT RUN IN A o _ PLANS FOR CONTINUATION STRAIGHT LINE WITHOUT BEING OFFSET BY A MINIMUM OF 6 FEET FOR EVERY 60. FENCE SHALL BE O I B24.1' D NO CLOSER THAN 12.5' FROM THE PROPERTY LINE E S.3' C12.2' 3.0' ' 12.0' ALONG 114. REFER TO C113 ti 1 RESTRIPE FIRE LANE w C 6. PROPOSED SIDEWALK SHALL NOT EXCEED A 2% O AS NECESSARY CROSS SLOPE OR A 5% LONGITUDINAL SLOPE. ' > C LL C NCRETE ISLAND RAMPS SHALL HAVE A SLOPE NO GREATER THAN g X 6" CURB 1:12 OVER A MAXIMUM 6 FOOT LENGTH. ALL RAMPS CAUTION!!! UNDERGROUND � CSHALL HAVE A 5'x5' LANDING AT THE TOP AND BOTTOM ELECTRIC LINE IN AREA j NOT TO EXCEED 2% SLOPE IN ANY DIRECTION. L �� �s I, � ARD READER FOR 7. PROPOSED SIDEWALK SHALL BE A MINIMUM 5' Q" 'O, MPLOYEE ACCESS IcVWIDE 4" THICK 3000 PSI CONCRETE W/ #3 BARS O CARD READER FOR @ 24" O.C.E.W.WHEN ABUTTING CURB, SIDEWALK INSTALL AUTOMATIC ARM LIFT EMPLOYEE ACCESS SHALL BE T WIDE. SIDEWALK SHALL HAVE A 2' GATE W/ LOOP DETECTION ID INSTALL ,/ REFER TO TREE MITIGATION/ SHOULDER ON EITHER SIDE THAT DOES NOT EXCEED 2%. FOR EXIT. GATE SHALLBE INSTALL AUTOMATIC ARM LIFT BOLLARDS (3) / LANDSCAPING PLAN FOR WITH HARDWARE FOR CEQUIRPED GATE W/ LOOP DETECTION ZA "' TREE REMOVAL AND 8. REFER TO TREE MITIGATION/LANDSCAPING PLAN FIRE DEPARTMENT ACCESS. Z FOR EXIT. GATE SHALLBE 6' PLANTING PLANS (TYP) FOR TREES ASSUMED TO BE REMOVED AND REFER TO MEP FOR ADDITIONAL EQUIRPED WITH HARDWARE FOR I TREES PROPOSED TO BE PLANTED. CONTRACTOR INFORMATION FIRE DEPARTMENT ACCESS. `L TO ALERT ENGINEER OF ANY ADDITIONAL TREES REFER TO MEP FOR ADDITIONAL SAWCUT EXISTING D G� TO BE REMOVED OUTSIDE OF THE TREES INFORMATION CONCRETE A S' r` IDENTIFIED ON THE TREE MITIGATION PLAN. MINIMUM 1.5' FROM v D 9. CONTRACTOR TO STABILIZE ANY AREAS PROPOSED FACE DEB DISTURBED BY CONSTRUCTION. REFER TO OF CURB. DOWEL INTO EXISTING n PROPOSED CONTOURS ON THIS SHEET FOR AREAS LA Z THAT WILL NEED TO BE STABLIZED DUE TO GRADING PAVEMENT CHANGES. 24.0' I ) D 10. NEW EMBANKMENTS DUE TO REGRADING SHALL BE D NO STEEPER THAN 3 HORIZONTAL FOOT: 1 VERTICAL I FOOT LP 5 0' I13.0' 3.0' 12.0' EXUG�omI PAVEMENT LEGEND inrn _in — Co� � C — EX UG Comm_ I I D R 1000, 6" THICK 3500 PSI CONCRETE PAVEMENT W/ 3#BARS AT 18" O.C.E.W. D D C V 00 F� S Gc I G G SAWCUT LINE RAISED MEDIAN I INSTALL 6,500 SF+/- 13 6" CURB D OF 6" CONCRETE 0 \ PAVEMENT 0 8' TALL ALUMINIMUM G I D D ORNAMENTALFENCE. REFER TO FENCE AND SIDEWALK PLANS 13 FOR ADDITIONAL D D n LOCATIONS AROUND PERIMETER I I D 0 8' TALL ALUMINIMUM D I D ORNAMENTAL FENCE. REFER TO FENCE AND SIDEWALK PLANS FOR ADDITIONAL LOCATIONS AROUND D PERIMETER • Cp�� 25 ICAUTION!!! UNDERGROUND CAUTION!!! UNDERGROUND IRRIGATION LINE IN AREA �� G B B TELECOMM LINE IN AREA I D EX UC Coiner Er UG Co ` • • ` \ �� fic U Com'w EXUG, om� ID Rao �'�._ • 0 o • ` — Fx //l' /'nmm EX Ex UC — omm '//C r � X � — Ex UG Comm _ � ��������� EX COmm — E UG min UG Comm — — EX UG CCMI77 — — Ex UG Comm — — Ex UG Comm — — Ex UG Comm rommVV V Ex UG Comm —18 —EX II VV A H C HC A ram ram CASE NO. ZA21-0067 1 2 3 4 5 ■ verizon This drawing was prepared solely for the use of Verizon Wireless and must only be used by Verizon Wireless employees, contractors, and vendors while performing the work shown on this drawing. Any other use of this drawing is forbidden. LEAD CONSULTANT AND MPE ENGINEERS: WICK Federal Reserve Bank Building 100 North Independence Mall West F I S H E R Suite 5 SE - Philadelphia, PA 19106 215-627-0200 - wickfisherwhite.com WHITE Project No. 210035-000 CIVIL ENGINEER ■■■ HALFF 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095 N O a x W >0 W z 0� a W a ■� J LLI o X (A (a F= LLI 0 O 0 CIA) W 0 ■ O O Ln Q REV DESCRIPTION DATE EQUIPMENT PRE -PURCHASE ISSUED FOR PERMIT 6/14/21 ISSUED FOR BID 6/14/21 A ISSUED FOR CONSTRUCTION B C 0 1 2 3 4 5 6 SUBMITTALS DATE PRELIMINARY SUBMISSION 30% SUBMISSION 60% SUBMISSION 90 % SUBMISSION 100 % SUBMISSION CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS) PROJECT NO: WFW # 210035 .`� OF •TF11� ••� ••; r9��1, CAD DWG FILE: DESIGNED BY: WFW i ��; ••'•�• �* ••�* DRAWN BY: WFW � ...5...................... KAYLIE E. FLYNN . .....................�...� • 135900 I� :•• •'��= ;!C NS CHECKED BY: WFW COPYRIGHT: SHEET TITLE DOVE ROAD ENTRY PLAN SHEET NUMBER C 116 1 2 3 4 5 6 _- fx fiG� Ex E L --- ---- --- - -- - 0 \ ,\ O N ---�Chci�n , --�- Lo�nk \ C VC V S/ MATCHEX. INSTALL BARRIER , E FREE RAMP E - SCALE: 1 "=10' / 8"W \ O 8"W 8' 8"W / / W 8„W W 11f 62 41 623.34 623.42 \ 8„W8„W8„W8„W \ \ EF-1 FENCE AND SIDEWALK NOTES: - _------- 10, 1. 8" TALL BLACK ORNAMENTAL FENCE LOCATION 624.73+/- I 623.41 20.42 \ F-1 � IS SCHEMATIC AND CAN BE ALTERED IN FIELD FOR 1 .6 ' \0- 0 0 EASE OF CONSTRUCTION, TO AVOID UNEXPECTED UTILITIES, OR TO AVOID EXISTING TREES. FENCE \ / �� / 623.50 623.43 0 0 0 O O O 0 O SHALL BE PLACED ON OR INSIDE PROPERTY LINE. FENCE SHALL ARTICULATE VERTICALLY WITH GRADE CHANGES AS NECESSARY. c� _ �F+ RELOCATE IC� AS NECESSARY. SEE V / \ I �' � s\� 6LLJ �tk 623.84 j 1 � IRRIGATION NOTE. Li o 2. CONTRACTOR TO USE CAUTION WHEN PLACING FENCE PIERS. UTILITIES SHOWN ON PLANS ARE APPROXIMATE AND MAY NOT REPRESENT ALL UTILITIES ON SITE. CONTRACTOR TO REPLACE ANY UTILITIES DAMAGED BY PIERS IN KIND. I3. EJ�� SQUARE SHAPES SHOWN ON FENCING LINE STYLE ARE FOR GRAPHIC PURPOSES ONLY AND NOT AN O - - �+ INDICATION OF ACTUAL POST LOCATIONS. POST LOCATIONS SHALL BE PLACED AT A MAXIMUM - +/- 624.54 I X3 SPACING AS SHOWN ON THE STANDARD DETAILS AND TO MATCH THE EXISTING ON -SITE FENCE. // k / FEN\ \ \ - 24.5 6 4. 2 CONTRACTOR TO REVEGETATE O 4. POST EMBEDMENTS SHALL BE HAND DUG FOR A MINIMUM OF 2 SECTIONS WHEN IN CLOSE PROXIMITY TO UNDERGROUND UTILITIES. I DISTURBED AREAS IRRIGATION AS NECESSARY. AND ADJUST O 5. PERIMETER FENCING ALONG S.H. 114 TO COMPLY WITH CITY OF SOUTHLAKE CORRIDOR OVERLAY / SECTION 43.9(c)1(f). FENCING SHALL NOT RUN IN A / l ' R 25� STRAIGHT LINE WITHOUT BEING OFFSET BY A MINIMUM OF 6 FEET FOR EVERY 60. FENCE SHALL BE NO CLOSER THAN 12.5' FROM THE PROPERTY LINE ALONG 114. COO L NG 6. PROPOSED SIDEWALK SHALL NOT EXCEED A 2% CROSS SLOPE OR A 5% LONGITUDINAL SLOPE. NG O 624.00 1 S c r RAMPS SHALL HAVE A SLOPE NO GREATER THAN 1:12 OVER A MAXIMUM 6 FOOT LENGTH. ALL RAMPS _D 624.08 425 SHALL HAVE A 5'x5' LANDING AT THE TOP AND BOTTOM NOT TO EXCEED 2% SLOPE IN ANY DIRECTION. CAUTION!!! EXISTING ELECTRIC CONDUITS. LOCATE PRIOR TO CONSTRUCTION AND GRADE WITH CARE / - - 37 5' / 624.36 OO I 7. PROPOSED SIDEWALK SHALL BE A MINIMUM 5' WIDE 4" THICK 3000 PSI CONCRETE W/ #3 BARS @ 24" O.C.E.W.WHEN ABUTTING CURB, SIDEWALK eEB / / 624.41 � I SHALL BE 7' WIDE. SIDEWALK SHALL HAVE A 2' SHOULDER ON EITHER SIDE THAT DOES NOT EXCEED 2%. G\ / 624.41 624.48 5.51' 1' 624.48 � TG 622.34 N '` c PROPOSED 8. REFER TO TREE MITIGATION/LANDSCAPING PLAN FOR TREES ASSUMED TO BE REMOVED AND TREES PROPOSED TO BE PLANTED. CONTRACTOR TO ALERT ENGINEER OF ANY ADDITIONAL TREES 5 FENCE TO BE REMOVED OUTSIDE OF THE TREES IDENTIFIED ON THE TREE MITIGATION PLAN. PROPOSED FENCE FIFE _ 624.50 / 2 .39 33.45' - 9. CONTRACTOR TO STABILIZE ANY AREAS DISTURBED BY CONSTRUCTION. REFER TO PROPOSED CONTOURS ON THIS SHEET FOR AREAS / 0 L L / E B n ' 6.31+Gc ,� _ F ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ THAT WILL NEED TO BE STABLIZED DUE TO GRADING CHANGES. -l� 10. NEW EMBANKMENTS DUE TO REGRADING SHALL BE 624.48NO \ 623.57 L U 8 STEEPER THAN 3 HORIZONTAL FOOT: 1 VERTICAL FOOT R 37.5' � 624.38 R .5' S' 624.00 C C 37.5 I 624.14 I 624.05 �� MATCH EX. / O 624.50 62 .95 I I 624.60 I I � I TG 622.61 x _ > O) I 9.83 s 2.so CAUTION!!! EXISTING ELECTRIC CONDUITS. I N LOCATE PRIOR TO CONSTRUCTION AND GRADE WITH CARE N T 622.5 \ \ INSTALL 4-6" HIGH STEPS WITH 1' TREADS. INSTALL HANDRAILS ON BOTH SIDES. \ 624.00 I \ / g 624. 5 \ CONNECT TO EX. SIDEWALK TS 624.83 BS 624.33 MATCH EX 624.08 +/- F� 1\ TS 625.37 BS 624.87 RELOCATE ICVs TS 625.91BS 625.41 O AS NECESSARY. \ SEE IRRIGATION NOTE Ex L/G Comm - TS 626.45 BS 625.95 \ O \ rx r42.5, - 0 REMOVE EX. CONCRETE SIDEWALK \ J. 7 '0 REMOVE CONCRETE PLAZA. REMOVE ALL EXISTING PATIO FURNITURE, GARBAGE CANS, PLANTING POTS, ETC. O CONTRACTOR TO REVEGETATE DISTURBED AREAS AND ADJUST A / / IRRIGATION AS NECESSARY. A 425 CO / CONNECT TO EX. CONCRETE / SIDEWALK \\ ncl� , / N=7040440.83 E=2380878.48 v \ \ �00 �G C-v / / CASE NO. ZA21-0067 omm 1 2 3 4 5 ■ verizon This drawing was prepared solely for the use of Verizon Wireless and must only be used by Verizon Wireless employees, contractors, and vendors while performing the work shown on this drawing. Any other use of this drawing is forbidden. LEAD CONSULTANT AND MPE ENGINEERS: WICK Federal Reserve Bank Building 100 North Independence Mall West FISHER Suite 5 SE - Philadelphia, PA 19106 215-627-0200 - wickfisherwhite.com WHITE Project No. 210035-000 CIVIL ENGINEER ■ ■ 04) ■■■ HALFF ■ ■ 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095 N O x W >0 W Z W ■� J LU o W � � a O 0 W 0 O 0 REV DESCRIPTION DATE EQUIPMENT PRE -PURCHASE ISSUED FOR PERMIT 6/14/21 ISSUED FOR BID A B C ISSUED FOR CONSTRUCTION 0 6/14/21 1 2 3 4 5 6 SUBMITTALS DATE PRELIMINARY SUBMISSION 30% SUBMISSION 60% SUBMISSION 90 % SUBMISSION 100 % SUBMISSION CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS) PROJECT NO: WFW # 210035 OF,,,TF�1 ••; �q 1�/ CAD DWG FILE: WFW DESIGNED BY: = ��; •••��� DRAWN BY: WFW / .......................... / KAYLIE E. FLYNN 135900 / �, �S•• '��= N S . CHECKED BY: WFW COPYRIGHT: SHEET TITLE CORRIDOR SIDEWALK PLAN SHEET NUMBER C117 EI DI a 6 6 CI BI AI 1 2 3 4 5 SOUTH ELEVATION 1/2" = 1'-0" STANDING SEAM METAL ROOF METAL EAVE TRIM B.O. JOIST T.O. 10' _5" 10'-0" CAST STONE MASONRY MASONRY VENEER TYPE 2 (STACK BOND), INSET 1" MASONRY VENEER TYPE 1 ALUMINUM FRAMED STORFRONT PRE -FINISHED METAL GUTTER AND DOWNSPOUT CONCRETE SPLASHBLOCK FIN. FLOOR 0"�I 2'X4' LIGHT FIXTURE - REF. ELECTRICAL GYPSUM BOARD CEILING, PTD. 4" WIDE METAL SOFFIT PANELS M DS ff 0 0 zo IDS M NORTH ELEVATION 1/2" = V-0" 14'-8" PRE -FINISHED RIDGE FLASHING STANDING SEAM METAL ROOF METAL EAVE TRIM B.O. JOIST T.O. 10' �5" 10'-0" CAST STONE MASONRY MASONRY VENEER TYPE 2 (STACK BOND), INSET 1" MASONRY VENEER TYPE 1 ALUMINUM FRAMED STORFRONT LINTEL ABOVE OPENING FOR THRU-WALL MECHANICAL UNIT, COORDINATE SIZE WITH MECH. FIN. FLOOR 0" W d N O El J Cl) U) SLOPE SLOPE 3:12 3:12 W d N O J M U) STANDING SEAM METAL ROOF EAST ELEVATION 1/2" = 1'-0" WEST ELEVATION 1/2" = V-0" GENERAL NOTES 1. DATUM F.F. ELEVATION 0'-0" = 644' MSL, REFER CIVIL ANDING SEAM METAL ROOF _ B.O. JOIST E _ T.O. 1_0' 5" 10'-0" E-FINISHED METAL GUTTER D DOWNSPOUT SONRY VENEER TYPE 2 -ACK BOND), INSET 1" ST STONE MASONRY ,SONRY VENEER TYPE 1, INSET 11 ,SONRY VENEER TYPE 1 DING ALUMINUM STOREFRONT RN DOOR NCRETE SPLASHBLOCK FIN. FLOOR � 0" V E-FINISHED RIDGE FLASHING ANDING SEAM METAL ROOF 3.0. JOIST -.0. 10' y5„ 10'-0" E-FINISHED METAL GUTTER D DOWNSPOUT ,SONRY VENEER TYPE 2 -ACK BOND), INSET 1" ST STONE MASONRY ,SONRY VENEER TYPE 1, INSET 1. ,SONRY VENEER TYPE 1 DING ALUMINUM STOREFRONT RN DOOR 1NCRETE SPLASHBLOCK N. FLOOR � 0" 1 CONCRETE SIDEWALK, REF. CIVIL PRE -FINISHED METAL GUTTER PRE -FINISHED 4" METAL GUTTER PRE -FINISHED RIDGE AND DOWNSPOUT AND 4" x 4" DOWNSPOUT FLASHING, TYP. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TIMOTHY LAYENDECKER, RA NO. 11594 T - 0" 3'- 0" of ON 06/14/2021. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE REFLECTED CEILING PLAN ROOF PLAN F1/2= 1-0" LO O R P LAN ARCHITECT IS O OFFENSE UNDER THE RULES AND REGULATIONS OF THE TEXAS BOARD OF 3 " ' ARCHITECTURAL EXAMINERS. THE RECORD COPY OF 1/2" = 1'-0" 1/2" = 1'-0" THIS DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES, INC., 1201 N. BOWSER RD. RICHARDSON, TEXAS 75081. 1 2 4 5 ID IC I IA ■ verizonv This drawing was prepared solely for the use of Verizon Wireless and must only be used by Verizon Wireless employees, contractors, and vendors while performing the work shown on this drawing. Any other use of this drawing is forbidden. LEAD CONSULTANT AND MPE ENGINEERS: WICK Federal Reserve Bank Building 100 North Independence Mall West F IS H E R Suite 5 SE - Philadelphia, PA 19106 215-627-0200 - wickfisherwhite.com WHITE Project No. 210035-000 CIVIL ENGINEER mom HALFF ■■■ 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095 N O a x W V > H LV I n W 0� a 0 W he a ■ LEI o X 0 F= W � 0 a � O — O W Cn � W O ■ O O REV DESCRIPTION DATE EQUIPMENT PRE -PURCHASE ISSUED FOR PERMIT 6/14/21 ISSUED FOR BID A B C 0 ISSUED FOR CONSTRUCTION 6/14/21 1 2 3 4 5 6 SUBMITTALS DATE PRELIMINARY SUBMISSION 30% SUBMISSION 60% SUBMISSION 90% SUBMISSION 100%SUBMISSION CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS) PROJECT NO: WFW # 210035 STAMP ED ARc ..AYF�oy/� CAD DWG FILE: DESIGNED BY: Zy p n Y am N� rrs9A PC9 9T�\ DRAWN BY: KF CHECKED BY: TL COPYRIGHT: OF SHEET TITLE FLOOR PLAN, ROOF PLAN, RCP, & BUILDING ELEVATIONS - BUILDING 1 SHEET NUMBER A110 ZA21-0067 5 EI DI BI AI EAST ELEVATION 1/2" = V-0" AND DOWNSPOUT vv REFLECTED CEILING PLAN 1/2" = 1'-0" 1 'REFINISHED RIDGE FLASHING )TANDING SEAM METAL ROOF AETAL EAVE TRIM B.O. JOIST T.O.10'=5" _ 10'-0" ;AST STONE MASONRY AASONRY VENEER TYPE 2 STACK BOND), INSET 1" AASONRY VENEER TYPE 1 AI- \A/IrIC AACTAI C'l1 CC IT r)A AI CI C' FIN. FLOOR 011 1 NORTH ELEVATION 1/2" = 1'-0" 4" 17' - 0" 4" PRE -FINISHED RIDGE FLASHING, TYP. � DS � DS LU IL N O M SLOPE SLOPE 3:12 3:12 W d CV O J M (n STANDING SEAM METAL ROOF DS L DS PRE -FINISHED 4" METAL GUTTER AND 4" X 4" DOWNSPOUT 4" 17' - 0" I4" CE ROOF PLAN 1/2" = V-0" PREFINISHED STANDING SE) METAL ROOF MASONRY VEl' (STACK BOND; CAST STONE � LTA MweP►1S_VATI01i PRE -FINISHED GUTTER AND [ CONCRETE SPLASHBLOCH FLOOR PLAN r_'CAIC0AI A1nlrC0 10 MSL, REFER CIVIL O. JOIST O. 10' :5° 10'-0" SOUTH ELEVATION 11 1/2" = 1'-0" PREFINISHED RIDGE FLASHING STANDING SEAM METAL ROOF B.O. JOIST F.O. 10' = 511 10, 0" PRE-FINISHED METAL GUTTER AND DOWNSPOUT MASONRY VENEER TYPE 2 (STACK BOND), INSET 1" CAST STONE MASONRY ALUMINUM FRAMED STOREFRONT MASONRY VENEER TYPE 1 CONCRETE SPLASHBLOCK IN. FLOOR 0" 1 � WEST ELEVATION 1/2" = 1'-0" 16'-0" 1'-0" 5'-0" 5 �. FLOOR 011 PRE -FINISHED RIDGE FLASHING STANDING SEAM METAL ROOF METAL B.O. JOIST T.O. 10' = 5' 10'-0" CAST STONE MASONRY MASONRY VENEER TYPE 2 (STACK BOND), INSET 1" MASONRY VENEER TYPE 1 FIN. FLOOR 0" THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TIMOTHY LAYENDECKER, RA NO. 11594 ON 06/14/2021. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ARCHITECT IS AN OFFENSE UNDER THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES, INC., 1201 N. BOWSER RD. RICHARDSON, TEXAS 75081. IE ID IC IB IA ■ verizonv This drawing was prepared solely for the use of Verizon Wireless and must only be used by Verizon Wireless employees, contractors, and vendors while performing the work shown on this drawing. Any other use of this drawing is forbidden. LEAD CONSULTANT AND MPE ENGINEERS: WICK Federal Reserve Bank Building 100 North Independence Mall West F IS H E R Suite 5 SE - Philadelphia, PA 19106 215-627-0200 - wickfisherwhite.com WHITE Project No. 210035-000 CIVIL ENGINEER mom HALFF ■■■ 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095 N O O a x W >M LV0 n W Z 0� a W he a V � ■� LLI o X Cn cc F LLI 0 a 1" O - o � W C4 W O ■ O O REV DESCRIPTION DATE EQUIPMENT PRE -PURCHASE ISSUED FOR PERMIT 6/14/21 ISSUED FOR BID A B C 0 ISSUED FOR CONSTRUCTION 6/14/21 1 2 3 4 5 6 SUBMITTALS DATE PRELIMINARY SUBMISSION 30% SUBMISSION 60% SUBMISSION 90% SUBMISSION 100%SUBMISSION CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS) PROJECT NO: WFW # 210035 STAMP D ARc �,AY,,-, CAD DWG FILE: DESIGNED BY: Zy rr p n Y am N� rrs9A PC9 9T�\ DRAWN BY: KF CHECKED BY: TL COPYRIGHT: OF SHEET TITLE FLOOR PLAN, ROOF PLAN, RCP & BUILDING ELEVATIONS - BUILDING 2 SHEET NUMBER A111 ZA21-0067 EI DI Al 1 2 3 4 5 6 LU UUI LJ brICK Ravers O1 PLANTING PLAN 0 15 30 45 60 SCALE: 1 "=30'-0" SCALE: 1 =30 NOTE: IF GRADING WILL BE REQUIRED WITHIN THE CRITICAL ROOT ZONE OF EXISTING TREES, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND/OR THE ENGINEER BEFORE REMOVING ANY ADDITIONAL TREES THAT ARE NOT MARKED FOR REMOVAL. REF. TREE PROTECTION DETAIL FOR CRITICAL ROOT ZONE. **TREES NOT MARKED FOR REMOVAL SHALL NOT BE REMOVED WITHOUT PRIOR CONSULTATION FROM THE LANDSCAPE ARCHITECT AND/OR THE ENGINEER.** �ni i ,q "I LIGHTED BOLLARD, REF. CIVIL I 11 It (01) LO \ \\ •• III I I I o (02) SO \ (07) ERC \ I N I j (04) EP \\ (04) CE I ° (01) TRB \ (01) GEM I _ \ (04) LO o ucr \1 SECURITY FENCE,' REF. CIVIL ,"• \ 0 \ 1 ! I \ \ (01) ERC \ I � I cn \ j I I t•\. o I CV' I 7' SIDEWALK, REF. CIVIL y� \ V (02) GEM \\ I /• \ \ (03) EP EXISTING TREES �\ \ o TO REMAIN, TYP • `\ \\ \ I I I\ / \ \\\ \ V \ / OPLANTING PLAN 0 15 30 45 60 2 SCALE: 1 "=30'-0" SCALE: 1 "=30' HC \ / \ NOTE: TREES IN THIS AREA ARE PLANTED AS PART OF MITIGATION FROM THE KIRKWOOD BLVD EXPANSION. (01) BC (10) ERC '\ SECURITY FENCE, •\\ \REF. CIVIL\ • D' It —613\ \\ \ \ \ \ \•'• \ma's k\ \ \ \\ / \' . \ \ \ \ \ \\ \ \ \ ss RIM-6 .60 Metal\�\\\ \ \ \\ handrail\\,\ \\\ o \\\ \ \ 641 °� \ V\ u t \ \�Z19 ---__ — — — K RCP .CPS i \ \ - 6 - b-- — m 1\ /IS LIGHTED BOLLARD, - — _REF. CIVIL o\ \ \ o _ 0Z9 — — — — — 5'SIDEWALK, \\ REF. CIVIL \ 8 �\� RELOCATED \ -TREE 329 \\ \ EXISTING RELOCATED \ \� \ TREE 331� a r SSCO \ PARKING RELOCATED 2. TREE TREE 330 , \� s \ \ \ \ _ i RELOCATED \ l ° V •A �� \ A TREE 332 BOLDS \ \ \ — ---- ------ RELOCATED TREE 327\ no RELOCATED I \ • \ \ \ TREE 328 1 %/ , L9 \ \ • \ \ TRANSPLANTED I \\ \ 1 \ \ \ \ �- TREE 104 TRANSPLANTED I I ;\ \\ • \ \ TREE 146 \ \ \ Ih VI \ \ ing wall I\%% ents inside I I9 \ \ \\ \ all not shown) \ \ \ • PLANTING PLAN 0 15 30 45 60 iiiiii 03SCALE: 1 "=30'-0" SCALE: 1 "=30' PLANT SCHEDULE QUANTITY COMMON NAME SCIENTIFIC NAME SIZE HEIGHT SPREAD SPACING GENERAL NOTES TREES 10 Live Oak Quercus virginiana 4" 12'-14' 8'-10' AS SHOWN NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK 10 Cedar Elm U/mus crassifolia 4" 12'-14' 8'-10' AS SHOWN NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK 8 Red Oak Quercus shumardii 4" 14'-16' 8'-10' AS SHOWN NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK 11 Magnolia 'Claudia Wannamaker' Magnolia grandif/ora 'Claudia Wannamaker' 4" 12'-14' 8'-10' AS SHOWN NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK 15 Eldarica Pine Pinus e/darica 4" 10'-12' 8'-10' AS SHOWN NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK 1 Bald Cypress Taxsodium 4" 10'-12' 8'-10' AS SHOWN NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK 8 Texas Redbud Cercis canadensis var. texensis 2" 6'-8' 4'-6' AS SHOWN NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK 28 Eastern Red Cedar Juniperus virginiana 2" 6'-8' 4'-6' AS SHOWN NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK SHRUBS & GRASSES Taxodium distichum 24 Compact Nandina Nandina domestics 'Compacta' 5 Gal. V-2' V-2' AS SHOWN NURSERY GROWN, FULL, HEALTHY, WELL FORMED, UNIFORM 143 Mexican Feather Grass Nassella tenuissima 1 Gal. 8"-12" 8"-12" 24" O.C. NURSERY GROWN, FULL, HEALTHY, WELL FORMED, UNIFORM SOD GRASSES AND SEED 22,820 Bermuda Sod Cynodon dactylon SF NURSERY GROWN, FULL, HEALTHY, WELL FORMED, UNIFORM, WEED FREE DOVE RD LANDSCAPELEGEND SYMBOL DESCRIPTION 4" CAL. LIVE OAK (LO) ° 4" CAL. SHUMARD OAK (SO) Do° 4" CAL. CEDAR ELM (CE) o • 4" CAL. BALD CYPRESS (BC) 4" CAL. 'LITTLE GEM' MAGNOLIA (GEM) 4" CAL. ELDARICA PINE (EP) 2" CAL. TEXAS REDBUD (TRB) 2" CAL. EASTERN RED CEDAR (ERC) ® 5 GAL. COMPACT NANDINA (NAN) 1 GAL. MEXICAN FEATHER GRASS @ 24" O.C. (MFG) 3"-5" NEW MEXICO RIVER GRAVEL i o � / - f k p a U -� WV GENERAL NOTES: 1. CONTRACTOR IS TO VERIFY THE LOCATION OF EXISTING TREES AND ALL REMOVED TREES. 2. CONTRACTOR IS REPONSIBLE FOR LOCATING ALL ABOVE GROUND AND UNDERGROUND UTILITIES PRIOR TO LANDSCAPE INSTALLATION. *EXTREME CARE AND CAUTIONS SHALL BE EXERCISED WHEN EXCAVATING, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE AND SUBSEQUENT REPAIR TO ANY EXISTING UTILITIES. 3. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE BERMUDA GRASS SOD UNLESS OTHERWISE NOTED ON PLANS. 4. ALL CANOPY TREES SHALL BE LOCATED NO CLOSER THAN 25' FROM THE CENTER LINE OF ALL OVERHEAD UTILITY LINES. 5. ALL TREES SHALL BE LOCATED NO CLOSER THAN 4' FROM THE CENTER LINE OF ALL BELOW GROUND UTILITIES. 6. CONTRACTOR IS TO MODIFY EXISTING IRRIGATION TO PROVIDE A MINIMUM 2 BUBBLERS TO ALL NEW TREE PLANTINGS. EXISTING CONTROLLER MAY BE USED IF THE ZONE CAPACITY IS ADEQUATE FOR NUMBER OF ADDITIONAL IRRIGATION ZONES THAT MAY BE REQUIRED TO BE ADDED. KEY MAP SCALE: N.T.S. 1 2 3 4 5 dF P -- -- ---01 THIS SHEET— __—DOVE RD IE ID IC IB IA verizonv/ This drawing was prepared solely for the use of Verizon Wireless and must only be used by Verizon Wireless employees, contractors, and vendors while performing the work shown on this drawing. Any other use of this drawing is forbidden. LEAD CONSULTANT AND MPE ENGINEERS: WICK Federal Reserve Bank Building 100 North Independence Mall West F I S H E R suite 5 SE - Philadelphia, PA 19106 215-627-0200 - wickfisherwhite.com WHITE Project No. 210035-000 CIVIL ENGINEER ■■■ HALFF 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081-2275 TEL (214) 346-6200 FAX (214) 739-0095 N O Q X W >0 W 0 W ■� J LU o \ Va W � L O � 0 � (A W 0 0 O O L0 Q REV DESCRIPTION DATE EQUIPMENT PRE -PURCHASE ISSUED FOR PERMIT 6/14/21 ISSUED FOR BID A B C 0 ISSUED FOR CONSTRUCTION 6/14/21 1 2 3 4 5 6 SUBMITTALS DATE PRELIMINARY SUBMISSION 30% SUBMISSION 60% SUBMISSION 90% SUBMISSION 100 % SUBMISSION CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS) PROJECT NO: WFW # 210035 �pNDSCgpF �0 : •• y CAD DWG FILE: DESIGNED BY: WFW CO � 'a sJ'•., CO 3P qTF O 16 F TIE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BYCSTINB.MARETON,R.LA.ip1B1ON6110I2021 ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE LANDSCAPE ARCHITECT 15AN OFFENSE UNDER TITLE 22, TEXAS ADMINISTRATIVE CODE. CHAPTER 3 LANDSCAPE ARCHITECTS. THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES, INC., 1201 NORTH BOWSER, RICHARDSON, TEXAS T5081. T.PE FIRM DRAWN BY: WFW': CHECKED BY: WFW COPYRIGHT: SHEET TITLE LANDSCAPE PLAN SHEET NUMBER L 1.01 isa:0�y2el11!l�ees ��� i 7 r+: i j - n�l n�l 000 Illlllllllllllllllllliliiil II •Y � V �.. r. .:''fly % - �, ',�k4 � A 4f r r + ' •�:1 ��,� � �-' cif.%^• yI � r r : � .,,,'�>:'. '� � I ,+� •. D �+Y t •'°" .. a �' . a 046 9� /ter y F: � = *i'• ..'� % - ,.V" i AF IA 1 � ' �• 11� ► �u�� t d'eHHe \ L y i + *moo+•-� : � :=�� r _ I i � is •`:- ... a