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Item 10 - PlansLP LP LP LP LP LP LP LP EB LP EB EB LP TS LP LP LP TS LP LP LP LPTS LPLP ICV LP ICV TS LP TS TS TS LP EB ICV ICV TS LP LP TMH ICV TMH TMH TS SIGN WAR ICV FH WV TPED WV ICV ICV TMH TS ICV TS ICV TMH TMH TS GL ICV TS ICV LP TS TS LP FH WV WV ICV ICV ICV SSCO ICV SSCO SSCOICVICV ICV EMH EMH ICV ICV ALARM ALARM EB ICV BOLL BOLL BOLL EB EB EB TS LP ICV WV WM ICV EB EB ICV WV WV GL FH TS TS TS TS GL GL ICV TS TS TS TS TS TS TS GL GL GL TS TMH TMH EB ICV ICV ICV ICV TS LP FH BOLL FLAGP FLAGP BOLL WV FH TS GLGLGL SSCO SSCO ICV TMH LP LP TMH EB EM EB ICV LP LP TS EMH SSCO ICV SSCO WV ICV TS SSMH MH EMH ICV ICV ICV ICV SSMH WV TMH FH LP WV WV TS TS TL WV TMH WV TMH TS TMH TS ICV LP ICV ICV MH ICV TS ICV ICV ICV TS ICV EMH BOLL ICV ICV ICV EMH FH WV SSCO EB EB EB EB EB LP EB EB EB SSCO GI BUILDING GI SSCO FSC's BOLL's UPUPUPUPUPUP UP UP UPUP UP4-TPED's FOCS FOCS FOCS GPLS BOLL's sign Conc. ramp HC ramp HC 2-ICV's 3-ICV's 3-ICV's 2-ICV's 5-ICV's 2-ICV's 6-ICV's 2-ICV's 2-ICV's 3-ICV's ICV 2-ICV's FOCS FOCS FOCS FOCS Vaults Comm. Vaults Comm. rip-rap conc. Inlet 6' Curb Inlet 6' Curb Inlet 10' Curb TMH ICV TS GL's GL's Hdwl. Hdwl. Vault 3-ICV's Vault Vaults Vault conc. pad 2-Trans. on Vault Vaults Inlet Grate signs H/C BOLL's 2-ICV's 2-ICV's 3-ICV's 2-ICV's BOLL's Inlet "Y" 4-SSCO's SC RD BL RD SC BL RD RD RD 5-ICV's Inlet "Y" 6-ICV's Inlet "Y"Gravel Inlet 10' Curb conc. pad 2-Trans. on ICV's Hdwl. Vault EBEB EB EB's GI FENCE ICV Gate Gate EB's 3-ICV's Inlet 14' Curb Hdwl. 2-ICV's 2-ICV's 4-ICV's Conc. Flume Hdwl. Hdwl. Vault Hdwl. WV's handrail Metal conc. pad Trans. on Inlet Grate FOCS Inlet 20' Curb sidewalk Brick pavers GPLS GPLS GPLS GPLS Inlet Grate BOLL's BOLL's Vaults 28" RCP 48" RCP 48" RCP 30" RCP 30" RCP 36" RCP BOLL's BOLL's BOLL's Link Fence 6' Chain Link Fence 8' Chain Ret. wall Ret. wall signs HC BOLL's BL BL 3-WV's Gate SC 18" RCP ramp ramp ramp 4' conc. sidewalk BL BL BL SC SC SC PAD TOWER COOLING BOLL's SDMH EB EB ICV's GI GI GI ER's Line Gas WV's tables metal benches metal benches metal pad Key sidewalk 4' conc. sidewalk 4' conc. sidewalk 4' conc. Concrete pavement Concrete pavement Concrete pavement Concrete pavement Concrete pavement Concrete pavement Co n c r et e p a v e me nt Grass Area Grass Area Grass Area Grass Area Grass Area Grass Area Grass AreaC Fl ow li ne LUPUP Grass AreaCo n cr et e p a v e me nt BO H BOH stairs Conc.Co n c r et e sl o p e sidewalk Brick paversGrass AreaAppr ox. e dge of s l ope Approx. edge of slope L/S L/S L/S GrassGr a s s Ar e a Gr a s s Ar e a Grass GrassGrass L/S pad conc. screening wall Brick screening wall not shown) (improvements insidescreening wallBrick screening wall not shown) (improvements inside Fence line fence line not shown) (improvements inside sidewalk concretearea Grass Tree Area Tree Area WAYONEWAYONEWAYONEWAY ONEWAY ONE WAY ONE WAY ONE WAYONEWAYONEWAYONEWAYONEWAYONEWAYONEWAYONEWAYONEONLYEXITONLYEXIT1 B C 2 3 D E 1 2 3 4 5 A B C 4 5 6 D E A FAX (214) 739-0095 TEL (214) 346-6200 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD 210035-000 100 North Independence Mall West Suite 5 SE - Philadelphia, PA 19106 215-627-0200 - wickfisherwhite.com Project No. Federal Reserve Bank Building LI CENSEDSTATEOF T EXAS P ROF ESS IONAL ENGINEER135900 KAYLIE E. FLYNN N 1209060300 SCALE: 1"=60' DOVE FOREST CREEK CYPRESS CROSSTIMBER Higgins CARROLLVICTORIASUMMERCRREKHIGHLANDSAM SCHOOLNORTHWESTBURNEYKIRKWOOD KINGSWOOD PEYTONVILLEMIDWAYSUNSHINEINVERNESS FRESH A HILLVICINITY MAP - N.T.S. PROJECT LOCATION MOCKINGBIRD SLEEPY HOLLOW CEDAROAKLAKEVIEW TWI NCREEKPOST OAK HOLLAND HILLGLENHIDDEN CREEKSHADOWBranchHARBOR HAVEN HARBOR TAYLOR EMERALDDOVE BRIARHILLTOP CRESCENTWO O DL A N D RIDGE CRESTPRIMROSE Dove Creek BLYTHEASHMOREWILDWOODPLACEDOVE SHADY OAKSSOUTHLAKEWHISPERING LNLAKE3. 3 PKWYBLUE TEAL WHITE WINGPENINSULA Kirkwood Branch WOODBROOK WHIS P E RIN GDELL LONESOMEWEST BLVD MARANTHAMILLRANDOL MORGANWOODBROOK AVENORTHPLANTATION PHEASANT FRENCHK ING T W HARBORREFUGED E A N HARTY FOXHOLLOWASCOTT BELMONT CHURCH HEATHER114 LIMIT LIMIT CIT Y LI MITWESTLA KE NORTHME DOWTR O O N FORESTGREENBRIARHILL HI LLCRESTC YP RESS INVERNESSMUIRFI E L DC ITY LIM IT WHITESBLUEBIRD BASS CARMELCI TYSOUTHLAKELI MI TAREA RECREATIONAL GRAPEVINE WHITE CHAPPELKI R K WO O D BLVDDOVE STREET (VARIABLE WIDTH R.O.W.) (VARI ABLE WI DTH R.O.W.)STATE HI GHWAY NO. 11 4BLVDP.R.T.C.T. (CABI NET A, SLI DE 4537) (VARI ABLE WI DTH R.O.W. )KI RKWOOD10' SWING GATE 10' SWING GATE 10' SWING GATE SIDEWALK 5' WIDE SIDEWALK 5' WIDE SIDEWALK 5' WIDE EASEMENT 20' UTILITY SETBACK 50' BUILDING (TYPE-I) 25' BUFFER EASEMENT 20' UTILITY SETBACK 30' BUILDING EXIT ONLY ARM GATES. PH: 908-203-5410 BRANCHBURG, NJ 08876 145 CHUBB WAY GREGORY DELMOTTE, ENGINEER IV - CONSTRUCTION CELLCO PARTNERSHIP dba VERIZON WIRELESS OWNER: DATE OF PREPARATION: 7/13/2018 TARRANTY COUNTY, TEXAS 76092 500 DOVE ROAD, SOUTHLAKE ABSTRACT NO. 1143 J.B. MARTIN SURVEY SOLANA ADDITION LOT 1, BLOCK 1 VERIZON SITE SECURITY OVERALL SITE PLAN 153.00' N89°57'07"W N 7 8 °3 8'2 9 "W 2 5 4 .9 5' N89°57'05"W 250.00' 7.31' N00°02'56"E S89°47'31"W 262.10' 25.48' S44°50'15"W 203.06' S00°07'00"E 11.08' S34°06'40"E 1046.34' N65°38'13"E N2 4 ° 2 0' 4 5 "W8 0 7. 0 0' 153.00' N89°57'07"W N 7 8 °3 8'2 9 "W 2 5 4 .9 5' N89°57'05"W 250.00' 7.31' N00°02'56"E S89°47'31"W 262.10' 25.48' S44°50'15"W 203.06' S00°07'00"E CB= S17°06'50"E CL= 1,039.51' L= 1,054.91' T= 543.49' R= 1,778.00' |= 33°59'40" 11.08' S34°06'40"E 1046.34' N65°38'13"E N2 4 ° 2 0' 4 5 "W8 0 7. 0 0' LEGEND BUILDING ENTRANCE/EXIT CONCRETE PAVEMENT 1,00082,901S.F. -1,000S.F. =81,901 S.F. 8 SPACES FOR FIRST 1,000 S.F. 177,448 S.F. 93,721 S.F. PARKING ANALYSIS CHART TOTAL PARKING REQUIRED: PARKING PROVIDED: 1:1000 1:1000 DATA CENTER WING (SWITCH ROOMS, MECH., ELEC., TELECOM ROOMS) NON OFFICE AREA: ADMINISTRATION / CONF 42,635 1:1000 NOC WING 8.28,166 20,722 MEP WING 11,850 1:300378 1.3DATA CENTER WING OFFICE AREA: NOC WING 10,442 1:300 273.01:30081,901ADMINISTRATION /CONF. USE PROPOSED PARKING REQ'D RATIO AREA SPACES PARKING REQ'D RATIO AREA SPACES EXISTING PROPOSED EXPANSION 1:1000MSC WING 21,376MSC WING EXPANSION 10,270 1:1000 701 56,529 1:1000 56.5 5,900 1:1000 5.9MSC EXPANSION SITE DATA SUMMARY CHART NUMBER OF PROP. LOTS: GROSS/ NET ACREAGE: LAND USE DESIGNATION: ZONING: 1 1,089,000 S.F. (25 ACRES) MIXED USES WITH "C-3", "O-2", "HC" AND "CS" USES UNIT DEVELOPMENT DISTRICT "NR-P.U.D." NON RESIDENTIAL PLANNED TABULATIONS EXISTING 21.4 8.0 34.8 42.6 10.3 20.7 11.9 DATA CENTER WING EXPANSION 1:300 0.0 495 495 701 14HANDICAP PARKING REQUIRED: HANDICAP PARKING PROVIDED: 14 15 15 FLOOR AREA TOWER HEIGHT MAXIMUM BUILDING HEIGHT NUMBER OF STORIES BUILDING AREA PERCENTAGE OF IMPERVIOUS COVERAGE AREA OF IMPERVIOUS COVERAGE PERCENTAGE OF EX. OPEN SPACE AREA OF OPEN SPACE LOT COVERAGE 219,500 S.F. 90' 60' 4 168,636 S.F. 51.91% 565,322 S.F. 48.09% 523,678 S.F. 15.5% 219,593 S.F. 90' 60' 4 168,729 S.F. 53.75% 585,337 S.F. 46.25% 503,663 S.F. 15.5% TOTAL SITE PROP. FACILITY SUMMARY CHART -BUFFER YARD Direction Location/ Length Width/Type Buffer yard Trees Canopy Trees Accent Shrubs (WEST) SH 114 793'25'-I Provided Required/ Provided Required/ 24 16 96 96162425'-I793' 120203010'-E Provided Required/ 970' (SOUTH) W. DOVE ST. 970'10'-E 30 20 120 1560263910'-E1300' Provided Required/ (EAST) KIRKWOOD BLVD. 156026391300'10'-E (NORTH) PARCEL 841050'2111 Provided Required/ 5'-A 8421115'-A1050' Provided Required/ 188 Provided Required/ 75% Shrubs Trees Under story (Sq. ft) Landscape Area front or side % of area in Trees Canopy Location SUMMARY CHART-INTERIOR LANDSCAPE-EXISTING ABSTRACT NO. 1134 (1/500 s.f.)(1/250 s.f.)(1/40 s.f.) Cover Ground Color Seasonal 75% 45,950 SF 1,176 552,855 SF 1,176 94 94 188 7,055 7,055 s.f.)(2 s.f.)(15 941 941 Provided Required/ (Sq. ft) Landscape Area Parking Ratio Required 71514,740 SUMMARY CHART-PARKING LOT LANDSCAPE-EXISTING Provided Required/ 20 s.f./ Space 17,445 715 24.4 s.f./ Space DRIVE STOCKTON DRIVEHILLSORCHARD SIDEWALK 5' WIDE BENCH BENCH (TYP) BENCHES TABLES AND PATIO AREA W/ COVERED GUARD HOUSE 93 READER CARD GATES ARM GATES ARM 12.5' 21.5' 93 S.F. N/A <14' 1 93 S.F. 1.84% 20,015 S.F. 46.25% 503,663 S.F. 0.0% CASE NO. ZA21-0067 D.R.T.C.T. D00164350000112 0.74 ACRES L.U.D.= MEDIUM DENSITY RESIDENTIAL ZONED: RPUD COMMON AREA PH III BLOCK 1 LOT 23 KIRKWOOD HOLLOW ADD. D.R.T.C.T. D00164350000112 0.74 ACRES L.U.D.= MEDIUM DENSITY RESIDENTIAL ZONED= RPUD COMMON AREA PH III BLOCK 1 LOT 23 KIRKWOOD HOLLOW ADD. D.R.T.C.T. D213036552 25.12 ACRES L.U.D.= MIXED USE ZONED= NR-PUD DALLAS MTA, L.P. ABSTRACT NO. 1143 J.B. MARTIN SURVEY D.R.T.C.T. D206409451 24.95 ACRES L.U.D.= MIXED USE ZONED= S-P-2 SOUTHLAKE DOVE ASSOCIATES, LLC ZONING SOUTH OF DOVE ROAD D.R.T.C.T. D218072310 13.00 ACRES L.U.D.= MEDIUM DENSITY RESIDENTIAL ZONED= RPUD PH1 BLOCK 6 LOT 17X OPEN SPACE SOUTHLAKE MEADOWS ZONING WEST OF STATE HIGHWAY 114 GRAPEVINE, TX 76051 2555 SW GRAPEVINE PKWY STE 100 RESIDENTIAL COMMUNITY INC. SOUTHLAKE MEADOWS OWNER WEST OF STATE HIGHWAY 114 D.R.T.C.T. D00164350000225 0.14 ACRES L.U.D.= MEDIUM DENSITY RESIDENTIAL ZONED= RPUD COMMON AREA PH III BLOCK 3 LOT 2 KIRKWOOD HOLLOW ADD. D.R.T.C.T. D00140320000089 0.10 ACRES L.U.D.= MEDIUM DENSITY RESIDENTIAL ZONED= RPUD BLOCK 2 LOT 33 COMMON AREA NO. 2 KIRKWOOD HOLLOW ADD. 109.5'109.5'140.2'80.0' 46.4' 195.6'180.3'234.6' 28.7' 262.2'110.0'75.7'66.3'233.6'78.5'240.1'29.9' 49.8'44.9'45.0'60.2' 2 0 5. 5'206.7'FENCE PERIMETER ORNAMENTAL WROUGHT IRON 8' TALL FENCE PERIMETER ORNAMENTAL WROUGHT IRON 8' TALL SETBACK 30' BUILDING EASEMENT 20' UTILITY 218.0' GROSS FLOOR AREA: 93 SF MAXIMUM BUILDING HEIGHT: <14 FT NUMBER OF STORIES: 1 GUARD HOUSE89.2' TO FH2 9 3. 2' 150.3' FENCE PERIMETER ORNAMENTAL WROUGHT IRON 8' TALL 170.1' FENCE PERIMETER ORNAMENTAL WROUGHT IRON 8' TALL OPENING OF THE GATE. ELECTRONICALLY, AS WELL AS A MEANS FOR MANUAL OPTICOM OR KS-2 SWITCH FOR OPENING THE GATE GATED ENTRY POINTS MUST BE EQUIPPED WITH AN2. SPILL-OVER TO TYPE OF LIGHTING, INTENSITY, GLARE, AND ORDINANCE NO. 163, AS AMENDED WITH REGARD ALL LIGHTING MUST COMPLY WITH THE LIGHTNING 1. GENERAL NOTES:118.7'GROSS FLOOR AREA: 219,500 SF NUMBER OF STORIES: 4 MAXIMUM BUILDING HEIGHT: 60 FT226.0' 2 2 5. 2'214.1'EASEMENT 10' WATER SEWER EASEMENT 15' SANITARY EASEMENT 20' SIDEWALK EASEMENT ACCESS PEDESTRIAN 10' UTILITY/ EASEMENT UTILITY EASEMENT 20' UTILITY EASEMENT UTILITY EASEMENT 15' WATER EASEMENT 10' WATER EASEMENT ACCESS PEDESTRIAN 10' UTILITY/ BUFFER YARD (TYPE-E) 10' BUFFER (TYPE-A) 5' BUFFER (TYPE-E) 10' BUFFER (TYPE-E) 10' BUFFER D.R.T.C.T. D00164350000112 0.74 ACRES L.U.D.= MEDIUM DENSITY RESIDENTIAL ZONED: RPUD COMMON AREA PH III BLOCK 2 LOT 28 KIRKWOOD HOLLOW ADD. 137.1'BOLLARD LIGHTED BOLLARD LIGHTED BOLLARD LIGHTED BOLLARD LIGHTED BOLLARD LIGHTED BOLLARD LIGHTED BOLLARD LIGHTED BOLLARD LIGHTED BOLLARD LIGHTED BOLLARD LIGHTED BOLLARD LIGHTED BOLLARD LIGHTED ACQUISITION NEW SH 114 R.O.W. 122.9'99.6'2 5 6. 0' 2 6 1. 7' SITE PLAN C100 500 W. DOVE ROAD, SOUTHLAKE, TEXAS 76092SOUTHLAKE NECSITE SECURITYREV DESCRIPTION DATE WFW # 210035PROJECT NO: CAD DWG FILE: DESIGNED BY:WFW WFWDRAWN BY: CHECKED BY:WFW COPYRIGHT: SHEET TITLE SHEET NUMBER SUBMITTALS DATE LEAD CONSULTANT AND MPE ENGINEERS: CIVIL ENGINEER other use of this drawing is forbidden. performing the work shown on this drawing. Any Wireless employees, contractors, and vendors while Verizon Wireless and must only be used by Verizon This drawing was prepared solely for the use of 1 B C 2 3 D E 1 2 3 4 5 A B C 4 5 6 D PROJECT NO: COPYRIGHT: CHECKED BY: DRAWN BY: DESIGNED BY: CAD DWG FILE: SHEET TITLE SHEET NUMBER SUBMITTALS REV DESCRIPTION other use of this drawing is forbidden. performing the work shown on this drawing. Any Wireless employees, contractors, and vendors while Verizon Wireless and must only be used by Verizon This drawing was prepared solely for the use of E WFW # 210035 A EQUIPMENT PRE-PURCHASE ISSUED FOR PERMIT A B 1 2 0 C 3 DATE PRELIMINARY SUBMISSION CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS) DATE WFW WFW WFW LEAD CONSULTANT AND MPE ENGINEERS: ISSUED FOR BID ISSUED FOR CONSTRUCTION 4 5 6 500 W. DOVE ROAD, SOUTHLAKE, TEXAS 76092SOUTHLAKE NECSITE SECURITYFAX (214) 739-0095 TEL (214) 346-6200 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD CIVIL ENGINEER 210035-000 6/14/21 100 North Independence Mall West Suite 5 SE - Philadelphia, PA 19106 215-627-0200 - wickfisherwhite.com Project No. Federal Reserve Bank Building LI CENSEDSTATEOF T EXAS P ROF ESS IONAL ENGINEER135900 KAYLIE E. FLYNN 6/14/21 LP LP TS LP LPTS TS GL ICV WV WM ICV EB EB ICV WV GL TS TMH EB ICV ICV ICV ICV LP LP sign Conc. ramp HC ramp HC 2-ICV's 3-ICV's 3-ICV's ramp ramp 18"W 1300 FOOT NO STEEPER THAN 3 HORIZONTAL FOOT: 1 VERTICAL 10. NEW EMBANKMENTS DUE TO REGRADING SHALL BE CHANGES. THAT WILL NEED TO BE STABLIZED DUE TO GRADING PROPOSED CONTOURS ON THIS SHEET FOR AREAS DISTURBED BY CONSTRUCTION. REFER TO 9. CONTRACTOR TO STABILIZE ANY AREAS IDENTIFIED ON THE TREE MITIGATION PLAN. TO BE REMOVED OUTSIDE OF THE TREES TO ALERT ENGINEER OF ANY ADDITIONAL TREES TREES PROPOSED TO BE PLANTED. CONTRACTOR FOR TREES ASSUMED TO BE REMOVED AND 8. REFER TO TREE MITIGATION/LANDSCAPING PLAN SHOULDER ON EITHER SIDE THAT DOES NOT EXCEED 2%. SHALL BE 7' WIDE. SIDEWALK SHALL HAVE A 2' @ 24" O.C.E.W.WHEN ABUTTING CURB, SIDEWALK WIDE 4" THICK 3000 PSI CONCRETE W/ #3 BARS 7. PROPOSED SIDEWALK SHALL BE A MINIMUM 5' NOT TO EXCEED 2% SLOPE IN ANY DIRECTION. SHALL HAVE A 5'x5' LANDING AT THE TOP AND BOTTOM 1:12 OVER A MAXIMUM 6 FOOT LENGTH. ALL RAMPS RAMPS SHALL HAVE A SLOPE NO GREATER THAN CROSS SLOPE OR A 5% LONGITUDINAL SLOPE. 6. PROPOSED SIDEWALK SHALL NOT EXCEED A 2% ALONG 114. NO CLOSER THAN 12.5' FROM THE PROPERTY LINE MINIMUM OF 6 FEET FOR EVERY 60. FENCE SHALL BE STRAIGHT LINE WITHOUT BEING OFFSET BY A SECTION 43.9(c)1(f). FENCING SHALL NOT RUN IN A WITH CITY OF SOUTHLAKE CORRIDOR OVERLAY 5. PERIMETER FENCING ALONG S.H. 114 TO COMPLY TO UNDERGROUND UTILITIES. MINIMUM OF 2 SECTIONS WHEN IN CLOSE PROXIMITY 4. POST EMBEDMENTS SHALL BE HAND DUG FOR A TO MATCH THE EXISTING ON-SITE FENCE. SPACING AS SHOWN ON THE STANDARD DETAILS AND LOCATIONS SHALL BE PLACED AT A MAXIMUM INDICATION OF ACTUAL POST LOCATIONS. POST ARE FOR GRAPHIC PURPOSES ONLY AND NOT AN 3. SQUARE SHAPES SHOWN ON FENCING LINE STYLE UTILITIES DAMAGED BY PIERS IN KIND. UTILITIES ON SITE. CONTRACTOR TO REPLACE ANY APPROXIMATE AND MAY NOT REPRESENT ALL FENCE PIERS. UTILITIES SHOWN ON PLANS ARE 2. CONTRACTOR TO USE CAUTION WHEN PLACING CHANGES AS NECESSARY. FENCE SHALL ARTICULATE VERTICALLY WITH GRADE SHALL BE PLACED ON OR INSIDE PROPERTY LINE. UTILITIES, OR TO AVOID EXISTING TREES. FENCE EASE OF CONSTRUCTION, TO AVOID UNEXPECTED IS SCHEMATIC AND CAN BE ALTERED IN FIELD FOR 1. 8" TALL BLACK ORNAMENTAL FENCE LOCATION FENCE AND SIDEWALK NOTES:WAYONEN 151050 20 SCALE: 1"=10' 3 0 .0' R 2.5'R 2.5'R 2.5'R 2.5'R 20.0'R 19.7'19.0'19.5'24.0'63.8'34.7'EMPLOYEE ACCESS CARD READER FOR BY KEY CARD GATE ACCESSED INSTALL SECURITY BARRIER FREE RAMP INSTALL ADA APPROVED PLANS FOR CONTINUATION TO ARCHITECTURAL GUARD HOUSE. REFER 18" O.C.E.W. PAVEMENT W/ 3#BARS AT 6" THICK 3500 PSI CONCRETE PAVEMENT LEGEND ~PAVEMENT OF 6" CONCRETE INSTALL 6,500 SF+/- C116 EMPLOYEE ACCESS CARD READER FOR OPENED BY KEY CARD ACCESS. FOR ENTRY. GATE SHOULD BE INSTALL AUTOMATIC ARM GATE INTERCOMM AND BY FRONT DESK VIA GUARD OPERATED, KEY CARD ACCESS, SHOULD BE OPENED BY GATE FOR ENTRY. GATE INSTALL AUTOMATIC ARM PERIMETER LOCATIONS AROUND FOR ADDITIONAL AND SIDEWALK PLANS REFER TO FENCE ORNAMENTAL FENCE. 8' TALL ALUMINIMUM PLANTING PLANS (TYP) TREE REMOVAL AND LANDSCAPING PLAN FOR REFER TO TREE MITIGATION/ WITH 6" CURB RAISED MEDIAN W/ 6" CURB CONCRETE ISLAND W/ 6" CURB CONCRETE ISLAND PAVEMENT INTO EXISTING OF CURB. DOWEL PROPOSED FACE MINIMUM 1.5' FROM CONCRETE A SAWCUT EXISTING DOVE ROAD ENTRY PLAN DOVE ROAD PERIMETER LOCATIONS AROUND FOR ADDITIONAL AND SIDEWALK PLANS REFER TO FENCE ORNAMENTAL FENCE. 8' TALL ALUMINIMUM INFORMATION REFER TO MEP FOR ADDITIONAL FIRE DEPARTMENT ACCESS. EQUIRPED WITH HARDWARE FOR FOR EXIT. GATE SHALLBE GATE W/ LOOP DETECTION INSTALL AUTOMATIC ARM LIFT INFORMATION REFER TO MEP FOR ADDITIONAL FIRE DEPARTMENT ACCESS. EQUIRPED WITH HARDWARE FOR FOR EXIT. GATE SHALLBE GATE W/ LOOP DETECTION INSTALL AUTOMATIC ARM LIFT AS NECESSARY RESTRIPE FIRE LANE SAWCUT LINE~BOLLARDS (3) INSTALL BOLLARDS (3) INSTALL TELECOMM LINE IN AREA CAUTION!!! UNDERGROUND ELECTRIC LINE IN AREA CAUTION!!! UNDERGROUND IRRIGATION LINE IN AREA CAUTION!!! UNDERGROUND BOLLARD LIGHTED REFER TO C113 REFER TO C113 BOLLARD LIGHTED REFER TO L502 TRAIL MARKERS. PROPOSED 12.0'3.0'12.2' 100 .0' R 5.0'R 5.0'R BOX CALL BARRIER FREE RAMP INSTALL ADA APPROVED CASE NO. ZA21-0067 24.1'15.3' 12.0'3.0'13.0'9.6'5.0' BARRIER FREE RAMP INSTALL ADA APPROVED ICV LP EMH SSCO MH ICV ICV BOLL ICV ICV ICV EMH FH WV SSCO EB EB EB EB EB EB EB EB SSCO GI BUILDING GI 322 UPUPUPUPUPUP UP UP UPUP UP6-ICV's ICV's EBEB EB EB's FENCE ICV Gate EB's BOLL's Link Fence 6' Chain Link Fence 8' Chain PAD TOWER COOLING BOLL's SDMH EBEB ICV's GI GI GI ER's wall screening Brick CO FOOT NO STEEPER THAN 3 HORIZONTAL FOOT: 1 VERTICAL 10. NEW EMBANKMENTS DUE TO REGRADING SHALL BE CHANGES. THAT WILL NEED TO BE STABLIZED DUE TO GRADING PROPOSED CONTOURS ON THIS SHEET FOR AREAS DISTURBED BY CONSTRUCTION. REFER TO 9. CONTRACTOR TO STABILIZE ANY AREAS IDENTIFIED ON THE TREE MITIGATION PLAN. TO BE REMOVED OUTSIDE OF THE TREES TO ALERT ENGINEER OF ANY ADDITIONAL TREES TREES PROPOSED TO BE PLANTED. CONTRACTOR FOR TREES ASSUMED TO BE REMOVED AND 8. REFER TO TREE MITIGATION/LANDSCAPING PLAN SHOULDER ON EITHER SIDE THAT DOES NOT EXCEED 2%. SHALL BE 7' WIDE. SIDEWALK SHALL HAVE A 2' @ 24" O.C.E.W.WHEN ABUTTING CURB, SIDEWALK WIDE 4" THICK 3000 PSI CONCRETE W/ #3 BARS 7. PROPOSED SIDEWALK SHALL BE A MINIMUM 5' NOT TO EXCEED 2% SLOPE IN ANY DIRECTION. SHALL HAVE A 5'x5' LANDING AT THE TOP AND BOTTOM 1:12 OVER A MAXIMUM 6 FOOT LENGTH. ALL RAMPS RAMPS SHALL HAVE A SLOPE NO GREATER THAN CROSS SLOPE OR A 5% LONGITUDINAL SLOPE. 6. PROPOSED SIDEWALK SHALL NOT EXCEED A 2% ALONG 114. NO CLOSER THAN 12.5' FROM THE PROPERTY LINE MINIMUM OF 6 FEET FOR EVERY 60. FENCE SHALL BE STRAIGHT LINE WITHOUT BEING OFFSET BY A SECTION 43.9(c)1(f). FENCING SHALL NOT RUN IN A WITH CITY OF SOUTHLAKE CORRIDOR OVERLAY 5. PERIMETER FENCING ALONG S.H. 114 TO COMPLY TO UNDERGROUND UTILITIES. MINIMUM OF 2 SECTIONS WHEN IN CLOSE PROXIMITY 4. POST EMBEDMENTS SHALL BE HAND DUG FOR A TO MATCH THE EXISTING ON-SITE FENCE. SPACING AS SHOWN ON THE STANDARD DETAILS AND LOCATIONS SHALL BE PLACED AT A MAXIMUM INDICATION OF ACTUAL POST LOCATIONS. POST ARE FOR GRAPHIC PURPOSES ONLY AND NOT AN 3. SQUARE SHAPES SHOWN ON FENCING LINE STYLE UTILITIES DAMAGED BY PIERS IN KIND. UTILITIES ON SITE. CONTRACTOR TO REPLACE ANY APPROXIMATE AND MAY NOT REPRESENT ALL FENCE PIERS. UTILITIES SHOWN ON PLANS ARE 2. CONTRACTOR TO USE CAUTION WHEN PLACING CHANGES AS NECESSARY. FENCE SHALL ARTICULATE VERTICALLY WITH GRADE SHALL BE PLACED ON OR INSIDE PROPERTY LINE. UTILITIES, OR TO AVOID EXISTING TREES. FENCE EASE OF CONSTRUCTION, TO AVOID UNEXPECTED IS SCHEMATIC AND CAN BE ALTERED IN FIELD FOR 1. 8" TALL BLACK ORNAMENTAL FENCE LOCATION FENCE AND SIDEWALK NOTES:623623 623623624625625 625626626626626 627627628628629629630631636 627 626 6246236 24 6 2 5 628624.50 FFE = 6 24 623624623.20 +/- MATCH EX. 623.34 623.41 623.43 623.34 623.42 624.73 +/- 623.50 623.91 623.84 624.42624.50 624.54 +/- 624.08 624.00 624.36 624.41 624.41 624.48 624.48 624.39 TG 622.34 623.57 624.38 624.48 624.14 624.05 624.00 624.25 +/- MATCH EX. 623.95 TG 622.61 624.50 624.60 TG 622.58 622.80 BS 624.33 TS 624.83 624.05 624.00 626.45 BS 625.95 TS 626.45 BS 625.41 TS 625.91 BS 624.87 TS 625.37 624.08 +/- MATCH EX 1 B C 2 3 D E 1 2 3 4 5 A B C 4 5 6 D PROJECT NO: COPYRIGHT: CHECKED BY: DRAWN BY: DESIGNED BY: CAD DWG FILE: SHEET TITLE SHEET NUMBER SUBMITTALS REV DESCRIPTION other use of this drawing is forbidden. performing the work shown on this drawing. Any Wireless employees, contractors, and vendors while Verizon Wireless and must only be used by Verizon This drawing was prepared solely for the use of E WFW # 210035 A EQUIPMENT PRE-PURCHASE ISSUED FOR PERMIT A B 1 2 0 C 3 DATE PRELIMINARY SUBMISSION CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS) DATE WFW WFW WFW LEAD CONSULTANT AND MPE ENGINEERS: ISSUED FOR BID ISSUED FOR CONSTRUCTION 4 5 6 500 W. DOVE ROAD, SOUTHLAKE, TEXAS 76092SOUTHLAKE NECSITE SECURITYFAX (214) 739-0095 TEL (214) 346-6200 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD CIVIL ENGINEER 210035-000 6/14/21 100 North Independence Mall West Suite 5 SE - Philadelphia, PA 19106 215-627-0200 - wickfisherwhite.com Project No. Federal Reserve Bank Building LI CENSEDSTATEOF T EXAS P ROF ESS IONAL ENGINEER135900 KAYLIE E. FLYNN 6/14/21 N 151050 20 SCALE: 1"=10' C1175'42.5'R 37.5'R 42.5'R FREE RAMP INSTALL BARRIER 10'12.97'20.14' SEE IRRIGATION NOTE AS NECESSARY. RELOCATE ICVs HANDRAILS ON BOTH SIDES. WITH 1' TREADS. INSTALL INSTALL 4-6" HIGH STEPS IRRIGATION NOTE. AS NECESSARY. SEE RELOCATE ICV 19.83' 4 2 .5' R 42 .5' R 72.74'5% MAXE=2380878.48 N=7040440.83 AND GRADE WITH CARE LOCATE PRIOR TO CONSTRUCTION EXISTING ELECTRIC CONDUITS. CAUTION!!! AND GRADE WITH CARE LOCATE PRIOR TO CONSTRUCTION EXISTING ELECTRIC CONDUITS. CAUTION!!! PLAN CORRIDOR SIDEWALK15.7'6.3'IRRIGATION AS NECESSARY. DISTURBED AREAS AND ADJUST CONTRACTOR TO REVEGETATE IRRIGATION AS NECESSARY. DISTURBED AREAS AND ADJUST CONTRACTOR TO REVEGETATE CANS, PLANTING POTS, ETC. PATIO FURNITURE, GARBAGE PLAZA. REMOVE ALL EXISTING REMOVE EXISTING CONCRETE 10.17' 1'5.51' 6.31' 37.5'R 16.68' FENCE PROPOSED FENCE PROPOSED SIDEWALK CONNECT TO EX. SIDEWALK REMOVE EX. CONCRETE SIDEWALK CONNECT TO EX. CONCRETE 19.51'37.38'20.42' 5'42.5' R 42 .5 'R 37 .5 'R 37.5 'R CASE NO. ZA21-0067 33.45' SLOPE3:12SLOPE3:12SLOPE3:12SLOPE3:12PRE-FINISHED 4" METAL GUTTER AND 4" x 4" DOWNSPOUTSTANDING SEAM METAL ROOF14' - 8"PRE-FINISHED RIDGEFLASHING, TYP.1' - 5 3/4"6' - 0 1/2"1' - 5 3/4"DSDS9' - 0"FIN. FLOOR0"T.O. BRICK10' -0"PRE-FINISHED METAL GUTTER AND DOWNSPOUTMASONRY VENEER TYPE 1CAST STONE MASONRYCONCRETE SPLASHBLOCKMASONRY VENEER TYPE 1, INSET 1/2"STANDING SEAM METAL ROOFSLIDING ALUMINUM STOREFRONT BARN DOORMASONRY VENEER TYPE 2 (STACK BOND), INSET 1"PRE-FINISHED RIDGE FLASHING5 3/8"7' - 1 3/8"1' - 0"5 1/4"5 3/8"10 3/4"5 3/8"7' - 6 5/8"9' - 9 3/8"B.O. JOIST10' -5"FIN. FLOOR0"T.O. BRICK10' -0"STANDING SEAM METAL ROOFMASONRY VENEER TYPE 1ALUMINUM FRAMED STORFRONTCAST STONE MASONRYMASONRY VENEER TYPE 2 (STACK BOND), INSET 1"METAL EAVE TRIMPRE-FINISHED METAL GUTTER AND DOWNSPOUTCONCRETE SPLASHBLOCK5 3/8"5 3/8"1' - 6 5/8"4' - 0"3' - 4"9' - 9 3/8"B.O. JOIST10' -5"FIN. FLOOR0"T.O. BRICK10' -0"STANDING SEAM METAL ROOFMASONRY VENEER TYPE 1ALUMINUM FRAMED STORFRONTCAST STONE MASONRYMASONRY VENEER TYPE 2 (STACK BOND), INSET 1"OPENING FOR THRU-WALL MECHANICAL UNIT, COORDINATESIZE WITH MECH.METAL EAVE TRIM3' - 4"4' - 0"1' - 6 5/8"5 3/8"5 3/8"1' - 0"PRE-FINISHED RIDGE FLASHING9' - 9 3/8"2' - 2 3/4"EQ.2' - 2 1/2"EQ.LINTEL ABOVEB.O. JOIST10' -5"FIN. FLOOR0"T.O. BRICK10' -0"PRE-FINISHED METAL GUTTER AND DOWNSPOUTSTANDING SEAM METAL ROOFMASONRY VENEER TYPE 1SLIDING ALUMINUM STOREFRONT BARN DOORCAST STONE MASONRYMASONRY VENEER TYPE 2 (STACK BOND), INSET 1"CONCRETE SPLASHBLOCKMASONRY VENEER TYPE 1, INSET 1/2"1' - 0"2' - 5 3/8"7' - 4"7' - 6 5/8"5 3/8"9' - 9 3/8"B.O. JOIST10' -5"4" WIDE METAL SOFFIT PANELSGYPSUM BOARD CEILING, PTD.2'X4' LIGHT FIXTURE -REF. ELECTRICALPRE-FINISHED METAL GUTTER AND DOWNSPOUTEQEQEQEQ6"3' - 6"7' - 4"6"3' - 0"6"6"3' - 0"12' - 8"3' - 0"6"1' - 8"4' - 0"1' - 8"GUARDHOUSE100100B2A3101A31019' - 8"15' - 4"A21043' - 4"1' - 4"3' - 4"1' - 4"3' - 4"100AA2103W13 1/2"W13 1/2"PLAM COUNTERTOPCONCRETE SPLASHBLOCKGROMMETCONCRETE SIDEWALK, REF. CIVILCONCRETE CURB, REF. CIVILACCESSIBLE RAMPGATE ARMGATE ARMCALL BOXCARD READER1' - 1 1/4"A2101A2101A2101A21011/4" / FTMAX.1/4" / FTMAX.1/4" / FTMAX.1/4" / FTMAX.3' - 0"3' - 0"SIMDNF.F = 0' -0"1201 NO RTH BO WSER RO ADRI CHARDSO N, TEXAS 75081- 2275TEL (214) 346-6200FAX (214) 739-00951201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL (214) 346-6200FAX (214) 739-0095100 North Independence Mall WestSuite 5 SE ‐ Philadelphia, PA 19106215‐627‐0200 ‐ wickfisherwhite.comProject No.Federal Reserve Bank Building210035‐000PROJECT NO:STAMPCOPYRIGHT:CHECKED BY:DRAWN BY:DESIGNED BY:CAD DWG FILE:SHEET TITLESHEET NUMBERSUBMITTALSREV DESCRIPTIONThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.WFW # 210035EQUIPMENT PRE−PURCHASEISSUED FOR PERMITAB120C3DATEPRELIMINARY SUBMISSION30% SUBMISSION60% SUBMISSION90% SUBMISSION100% SUBMISSIONCONSTRUCTION DESIGN SUBMISSIONRECORD SET (AS−BUILTS)DATELEAD CONSULTANT AND MPE ENGINEERS:ISSUED FOR BIDISSUED FOR CONSTRUCTION456500 W. DOVE ROAD, SOUTHLAKE, TEXAS 76092SOUTHLAKE NECSITE SECURITYCIVIL ENGINEER1BC23DE12345ABC456DEAS6/14/216/14/21THE 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.FLOOR PLAN, ROOF PLAN, RCP, &BUILDING ELEVATIONS -BUILDING 1A110KFTL1/2" = 1'-0"2ROOF PLAN1/2" = 1'-0"4WEST ELEVATION1/2" = 1'-0"6SOUTH ELEVATION1/2" = 1'-0"5NORTH ELEVATION1/2" = 1'-0"7EAST ELEVATION1/2" = 1'-0"3REFLECTED CEILING PLAN1/2" = 1'-0"1FLOOR PLANGENERAL NOTES1. DATUM F.F. ELEVATION 0'-0" = 644' MSL, REFER CIVILZA21-0067 A1117A1115A1114A11162' - 8"3' - 4"1' - 4"4' - 0"4' - 8"9' - 4"4' - 0"2' - 8"1' - 4"3' - 4"6' - 0"16' - 0"1' - 0"5' - 0"16' - 0"1' - 0"5' - 0"CONCRETE SPLASH BLOCK,TYP.1A3112A3114' - 8"2' - 0"3' - 8"2' - 0"A31167100C100DPLAMCOUNTERTOP3 1/2"3 1/2"A2105A2105A2105A2105A2102A2102SimSimA2102A210210' - 8"5' - 0"4' - 6"CONCRETE SIDEWALK, REF. CIVILCONCRETE SIDEWALK, REF. CIVILFENCE AND GATE, REF. CIVILFENCE, REF. CIVILLANDSCAPINGF.F. = 0' -0"GUARDHOUSE101W2W2SLOPE3:12SLOPE3:12SLOPE3:12SLOPE3:12STANDING SEAM METAL ROOFPRE-FINISHED 4" METAL GUTTER AND 4" X 4" DOWNSPOUTPRE-FINISHED RIDGE FLASHING, TYP.4"17' - 0"4"4"17' - 0"4"DSDSDSDS4" WIDE METAL SOFFIT PANELSGYPSUM BOARD CEILING, PTD.2'X4' LIGHT FIXTURE -REF. ELECTRICAL, TYP.PRE-FINISHED METAL GUTTER AND DOWNSPOUTEQ.6' - 8"EQ.EQEQFIN. FLOOR0"T.O. BRICK10' -0"8' - 10 5/8"5 3/8"5 3/8"1' - 0"STANDING SEAM METAL ROOFMASONRY VENEER TYPE 1CAST STONE MASONRYMASONRY VENEER TYPE 2 (STACK BOND), INSET 1"METAL EAVE TRIMPRE-FINISHED RIDGE FLASHING9' - 9 3/8"B.O. JOIST10' -5"FIN. FLOOR0"T.O. BRICK10' -0"1' - 0"5 3/8"5 3/8"8' - 10 5/8"PRE-FINISHED METAL GUTTER AND DOWNSPOUTMASONRY VENEER TYPE 1CAST STONE MASONRYCONCRETE SPLASHBLOCKSTANDING SEAM METAL ROOFMASONRY VENEER TYPE 2 (STACK BOND), INSET 1"10 5/8"5 3/8"2 5/8"3' - 10"3' - 6"ALUMINUM FRAMED STOREFRONT9' - 9 3/8"PREFINISHED RIDGE FLASHINGB.O. JOIST10' -5"FIN. FLOOR0"T.O. BRICK10' -0"1' - 0"5 3/8"5 3/8"1' - 6 5/8"7' - 4"STANDING SEAM METAL ROOFMASONRY VENEER TYPE 1CAST STONE MASONRYMASONRY VENEER TYPE 2 (STACK BOND), INSET 1"METAL EAVE TRIMPREFINISHED RIDGE FLASHING9' - 9 3/8"B.O. JOIST10' -5"FIN. FLOOR0"T.O. BRICK10' -0"3' - 6"3' - 10"5 3/8"5 3/8"10 5/8"5 3/8"7' - 6 5/8".PRE-FINISHED METAL GUTTER AND DOWNSPOUTMASONRY VENEER TYPE 1CAST STONE MASONRYCONCRETE SPLASHBLOCKSTANDING SEAM METAL ROOFMASONRY VENEER TYPE 2 (STACK BOND), INSET 1"PREFINISHED RIDGE FLASHING9' - 9 3/8"B.O. JOIST10' -5"1201 NO RTH BO WSER RO ADRI CHARDSO N, TEXAS 75081- 2275TEL (214) 346-6200FAX (214) 739-00951201 NORTH BOWSER ROADRICHARDSON, TEXAS 75081-2275TEL (214) 346-6200FAX (214) 739-0095100 North Independence Mall WestSuite 5 SE ‐ Philadelphia, PA 19106215‐627‐0200 ‐ wickfisherwhite.comProject No.Federal Reserve Bank Building210035‐000PROJECT NO:STAMPCOPYRIGHT:CHECKED BY:DRAWN BY:DESIGNED BY:CAD DWG FILE:SHEET TITLESHEET NUMBERSUBMITTALSREV DESCRIPTIONThis drawing was prepared solely for the use ofVerizon Wireless and must only be used by VerizonWireless employees, contractors, and vendors whileperforming the work shown on this drawing. Anyother use of this drawing is forbidden.WFW # 210035EQUIPMENT PRE−PURCHASEISSUED FOR PERMITAB120C3DATEPRELIMINARY SUBMISSION30% SUBMISSION60% SUBMISSION90% SUBMISSION100% SUBMISSIONCONSTRUCTION DESIGN SUBMISSIONRECORD SET (AS−BUILTS)DATELEAD CONSULTANT AND MPE ENGINEERS:ISSUED FOR BIDISSUED FOR CONSTRUCTION456500 W. DOVE ROAD, SOUTHLAKE, TEXAS 76092SOUTHLAKE NECSITE SECURITYCIVIL ENGINEER1BC23DE12345ABC456DEAS6/14/216/14/21THE 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.FLOOR PLAN, ROOF PLAN, RCP &BUILDING ELEVATIONS -BUILDING 2A111KFTL1/2" = 1'-0"1FLOOR PLAN1/2" = 1'-0"2ROOF PLAN1/2" = 1'-0"3REFLECTED CEILING PLAN1/2" = 1'-0"4WEST ELEVATION1/2" = 1'-0"5NORTH ELEVATION1/2" = 1'-0"6EAST ELEVATION1/2" = 1'-0"7SOUTH ELEVATIONGENERAL NOTES1. DATUM F.F. ELEVATION 0'-0" = 625.50 MSL, REFER CIVILZA21-0067 LP LP LP LP LP LP LPTS LPLP ICV ICV WAR ICV ICV ICV TS ICV TMH TMH TS GL ICV TS ICV EB EB EB TS LP ICV WV WM ICV EB EB TS TMH TMH EB ICV ICV ICV ICV TS MH EMH LP WV WV TS WV TMH LP BOLL's 4-TPED's FOCS FOCS FOCS GPLS BOLL's sign Conc. ramp HC ramp HC 2-ICV's 3-ICV's 3-ICV's 2-ICV's 5-ICV's 2-ICV's 6-ICV's 3-ICV's FOCS Vault Vaults Vault Vault Vaults Inlet 20' Curb sidewalk Brick pavers ramp ramp sidewalk Brick pavers 18"W 18"W 629 6 3 0 633 634 635 635 636 637 6 3 8 638639639 639 640 6406 4 0 640 640 640 640640640 640640641 6416 4 1 641 641641641641 6 4 1 641 641641642642 642642 642642642642642 643643643643643643643643 643643 643 6446446446446446446 4 4 644 6 4 4 645645645645645645645645645 645 645645645 646646646646 646647647 647 648648649645640 644 645 643 642 644 644641 643 642 643 641640 6446 4 2 643 644 643 ICV FH WV WV ICV ICV 3-ICV's 2-ICV's BOLL's GPLS WWPLANTING PLAN01SCALE: 1"=30'-0" (02) LO (01) GEM (02) EP (03) TRB (03) ERC CIVIL SHEETS 5' SIDEWALK, REF. (05) CE (07) ERC (03) SO (02) GEM (01) SO (03) TRB (06) EP CIVIL SHEETS 5' SIDEWALK, REF. EXISTING PARKING LOT EXISTING PARKING LOT DOVE RD REF. CIVIL SECURITY FENCE, REF. CIVIL SECURITY FENCE, TO REMAIN, TYP. EXISTING TREES TO REMAIN, TYP. EXISTING TREES REF. NOTE TO REMAIN, TYP., EXISTING TREES REF. NOTE TO REMAIN, TYP., EXISTING TREES 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.** REF. CIVIL LIGHTED BOLLARD, (11) NAN RIVER GRAVEL (174 SF) NEW MEXICO (19) MFG (05) GEM (13) NAN RIVER GRAVEL (265 SF) NEW MEXICO (01) CE TREE 106 TRANSPLANTED (136) MFG 6276286296296306306306316326336346356356356366 3 6 636 6376396 3 7 6 36 LP SSCO ICV SSCO ICV TS SSMH WV TMH FH Inlet 14' Curb Hdwl. 2-ICV's 4-ICV's Hdwl. Hdwl. Vault Hdwl. WV's handrail Metal BOLL's Vaults 48" RCP 48" RCP 30" RCP 30" RCP screening wall Brick screening wall not shown) (improvements inside RIM=622.60 PLANPER 33" RCPP L ANP E R 4 8" R C P 30" RCP SS 30" RCP PLANTING PLAN02SCALE: 1"=30'-0" (03) EP (02) SO (02) GEM (01) ERC (04) LO (01) TRB (02) SO (04) CE (07) ERC (01) GEM (01) LO (04) EP EXISTING TREES TO REMAIN, TYP EXISTING TREELINE REF. CIVIL 7' SIDEWALK, REF. CIVIL SECURITY FENCE,SH 114TO REMAIN, TYP EXISTING TREES REF. CIVIL LIGHTED BOLLARD,611611611 612613 613613614614614614615 6156 15615 616616 6176 17 618618 619620620621621621622622623624624 625625625 626626 627622622624625622 LP LP LP LPLPLP LP LP EB LP EB EB LP TS LP LP LP TS LP LP LP LPTS LPLP ICV LP ICV TS LP TS TS TS LP EB ICV ICV TS LP LP TMH ICV TMH TMH TS SIGN WAR ICV FH WV TPED WV ICVICV TMH TS ICV TS ICV TMH TMH TS GL ICV TS ICV LP TS TS LP FH WV WV ICV ICV ICV SSCO ICV SSCO SSCOICVICV ICV EMH EMH ICV ICV ALARM ALARM EB ICV BOLL BOLL BOLL EB EB EB TS LP ICV WV WM ICV EB EB ICV WV WV GL FH TS TS TS TS GL GL ICV TS TS TS TS TS TS TS GL GL GL TS TMH TMH EB ICV ICV ICV ICV TS LP FH BOLL FLAGP FLAGP BOLL WV FH TS GLGLGL SSCO SSCO ICV TMH LP LP TMH EB EM EB ICV LP LP TS EMH SSCO ICV SSCO WV ICV TS SSMH MH EMH ICV ICV ICV ICV SSMH WV TMH FH LP WV WV TS TS TL WV TMH WV TMH TS TMH TS ICV LP ICV ICV MH ICV TS ICV ICV ICV TS ICV EMH BOLL ICV ICV ICV EMH FH WV SSCO EB EB EB EB EB LP EBEB EB SSCO GI BUILDING GI 322 SSCO FSC's BOLL's 4-TPED's FOCS FOCS FOCS GPLS BOLL's sign Conc. ramp HC ramp HC 2-ICV's 3-ICV's 3-ICV's 2-ICV's 5-ICV's 2-ICV's 6-ICV's 2-ICV's 2-ICV's 3-ICV's ICV 2-ICV's FOCS FOCS FOCS FOCS Vaults Comm. Vaults Comm. rip-rap conc. Inlet 6' Curb Inlet 6' Curb Inlet 10' Curb TMH ICV TS GL's GL's Hdwl. Hdwl. Vault 3-ICV's Vault Vaults Vault Vault Vaults Inlet Grate signs H/C BOLL's 2-ICV's 2-ICV's 3-ICV's 2-ICV's BOLL's Inlet "Y" 4-SSCO's SC RD BL RD SC BL RD RD RD 5-ICV's Inlet "Y" 6-ICV's Inlet "Y" Gravel Inlet 10' Curb ICV's Hdwl. Vault EBEB EB EB's GI FENCE ICV Gate Gate EB's 3-ICV's Inlet 14' Curb Hdwl. 2-ICV's 2-ICV's 4-ICV's Conc. Flume Hdwl. Hdwl. Vault Hdwl. WV's handrail Metal Inlet Grate FOCS Inlet 20' Curb sidewalk Brick pavers GPLS GPLS GPLS Inlet Grate BOLL's BOLL's Vaults 28" RCP 48" RCP 48" RCP 30" RCP 30" RCP36" RCP BOLL's BOLL's BOLL's Link Fence 6' Chain Link Fence 8' Chain Ret. wall Ret. wall signs HC BOLL's BL BL 3-WV's Gate SC 18" RCP ramp ramp ramp 4' conc. sidewalk BL BL BL SC SC SC PAD TOWER COOLING BOLL's SDMH EBEB ICV's GI GI GI ER's Line Gas WV's tables metal benches metal benches metal pad Key sidewalk 4' conc. sidewalk 4' conc. sidewalk 4' conc. UPUP BOH BOH stairs Conc. sidewalk Brick paversApprox. e dge of s l ope Approx. edge of slope pad conc. screening wall Brick screening wall not shown) (improvements inside screening wallBrickscreening wall not shown)(improvements insideFence line fence line not shown) (improvements inside sidewalk concrete area Grass WWW W 36" RCP24" RCP 18" RCP21" RCP 30" RCP 42" RCP30" RCP24" RCP15" SCH 40 PVCRIM=622.60 PLANPER 33" RCPP L ANP E R 4 8" RCP 30" RCP 30" RCP 24" RCP 6"PVCCO SS 6"PVC30" RCP 24" RCP 30" RCP 24" RCP 18"W 18"W 24"SS12"W8" PVC18" PVC21" RCP10" PVC6" PVC6" PVC6" PVC6" PVC W FSC 6"PVC PLANTING PLAN03SCALE: 1"=30'-0" REF. CIVIL 5' SIDEWALK, (01) BC (10) ERC REF. CIVIL SECURITY FENCE,KI R KWOOD B L VDEXISTING PARKING NOTE: TREES IN THIS AREA ARE PLANTED AS PART OF MITIGATION FROM THE KIRKWOOD BLVD EXPANSION. TREE 329 RELOCATED TREE 330 RELOCATED TREE 331 RELOCATED TREE 332 RELOCATED REF. CIVIL LIGHTED BOLLARD, LANDSCAPE LEGEND SYMBOL DESCRIPTION 3"-5" NEW MEXICO RIVER GRAVEL 4" CAL. LIVE OAK (LO) 4" CAL. CEDAR ELM (CE) 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) 4" CAL. SHUMARD OAK (SO) TREE 327 RELOCATED TREE 328 RELOCATED TREE 104 TRANSPLANTED TREE 146 TRANSPLANTED 610 611611611611612612 612612613613 613 613613613 614 614614614614614 614615615 615615615615615615615615 615 616616616616 616 616616617 617617617 617 617617618618618618 618 618618 618 619619619620620620620620620621621621621621622622622622622623623623623 6236 2 3 623623 623623 624624624624 6246256256256256 25 625625 6256 2 5 625625 6256256256256266266266266266266 2 6 6 26 626626 626 6266266 2 6626 627627627627 627627627 627627627627627628628628628 6286 28 628 628628628628629629629 6296 2 9 6 2 9 629 62962962 9629629629 629629630 630 630 63063063 06 3 0 6 3 0 6 3 0 630630630630630630630630630630630630630631 631631 6 31 631631631631631631632 6326 32 6 3 2 632632632632632632 632632632633 63363 36 3 3 633 633633633633633633633 633634 6346346 3 4 634 634634634634634 6346346356356356356356356356356356 3 5 6 3 5 635 635 635635635635635 635 635 635 635635635635635636636636 6 3 6 6 36 636 636636636636636636636 636 636 636636636636 6 37 6376376 3 7 637 637637 6376376 37 637 637637637637638638 6 38 6 3 8 638 638638 638638638638 638638638 638638638 638 6386386396396 3 9 639 639 639 639639639639639639639639639639 639639639 639640640640640 6406406 40 6 4 0 640 640 640 640640 640 640640640640640640 640640640640640640 640640640640640 640 640 640 640 640 640641 641 6416 4 1 641 64164164164164 1641641 641641641 641 641 641641641641 641 641 641641 6 42 642642642642 642642642642642642642642 642642642 642642 642 642 643 643643643643643643643643 643643 643643643 643 643643643643643643643 643 643643643 643 643 644644644644644 644644644 644644 644644 645645645645645645645645645645 645 645 645645645645 646646646646 646647647 647 647648648649640 638 637 636 634 624 625623622621 622 622 623 620 619 621 6 22 6226 2 6 627 630 631 632 635 633 638 639639 638 639645629 638 640 644 645 643 642 644 64 4 641 643 642 643635629628626 6 24 6 25 637 634 628 636 638639640 641641640 6446 4 2 643 625622 633630 6 3 1 627 626 624623624 62 5 628644 643 638 639 624 624623D LANDRE EGISTERSCA PE AR C HI TECTST ATEOF TEXA SJUSTIN B. M AR S TON3161 1 B C 2 3 D E 1 2 3 4 5 A B C 4 5 6 D PROJECT NO: COPYRIGHT: CHECKED BY: DRAWN BY: DESIGNED BY: CAD DWG FILE: SHEET TITLE SHEET NUMBER SUBMITTALS REV DESCRIPTION other use of this drawing is forbidden. performing the work shown on this drawing. Any Wireless employees, contractors, and vendors while Verizon Wireless and must only be used by Verizon This drawing was prepared solely for the use of E WFW # 210035 A EQUIPMENT PRE-PURCHASE ISSUED FOR PERMIT A B 1 2 0 C 3 DATE PRELIMINARY SUBMISSION CONSTRUCTION DESIGN SUBMISSION RECORD SET (AS-BUILTS) DATE WFW WFW WFW LEAD CONSULTANT AND MPE ENGINEERS: ISSUED FOR BID ISSUED FOR CONSTRUCTION 4 5 6 500 W. DOVE ROAD, SOUTHLAKE, TEXAS 76092SOUTHLAKE NECSITE SECURITYFAX (214) 739-0095 TEL (214) 346-6200 RICHARDSON, TEXAS 75081-2275 1201 NORTH BOWSER ROAD CIVIL ENGINEER 6/14/21 210035-000 6/14/21 100 North Independence Mall West Suite 5 SE - Philadelphia, PA 19106 215-627-0200 - wickfisherwhite.com Project No. Federal Reserve Bank Building TBPE FIRM #F-312 1201 NORTH BOWSER, RICHARDSON, TEXAS 75081. DRAWING IS ON FILE AT THE OFFICES OF HALFF ASSOCIATES, INC., CHAPTER 3 LANDSCAPE ARCHITECTS. THE RECORD COPY OF THIS IS AN OFFENSE UNDER TITLE 22, TEXAS ADMINISTRATIVE CODE, NOTIFICATION TO THE RESPONSIBLE LANDSCAPE ARCHITECT ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER BY JUSTIN B. MARSTON, R.L.A. #3161 ON 6/14/2021 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED 604530150 SCALE: 1"=30' 604530150 SCALE: 1"=30' 604530150 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 Ulmus 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 grandiflora 'Claudia Wannamaker'4"12'-14'8'-10'AS SHOWN NURSERY GROWN, FULL, HEALTHY, WELL FORMED, STRAIGHT TRUNK 15 Eldarica Pine Pinus eldarica 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 domestica 'Compacta' 5 Gal. 1'-2'1'-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 SCALE: N.T.S. KEY MAP SHEET 02 THIS SHEET 03 THIS 01 THIS SHEETSH 1 1 4 DOVE RD KI RKWOOD BLVDBUILDING EXISTING TREES SCREENING EXISTING REQUIRED TO BE ADDED. FOR NUMBER OF ADDITIONAL IRRIGATION ZONES THAT MAY BE CONTROLLER MAY BE USED IF THE ZONE CAPACITY IS ADEQUATE A MINIMUM 2 BUBBLERS TO ALL NEW TREE PLANTINGS. EXISTING 6. CONTRACTOR IS TO MODIFY EXISTING IRRIGATION TO PROVIDE THE CENTER LINE OF ALL BELOW GROUND UTILITIES. 5. ALL TREES SHALL BE LOCATED NO CLOSER THAN 4' FROM 25' FROM THE CENTER LINE OF ALL OVERHEAD UTILITY LINES. 4. ALL CANOPY TREES SHALL BE LOCATED NO CLOSER THAN OTHERWISE NOTED ON PLANS. RECEIVE BERMUDA GRASS SOD UNLESS 3. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL TO ANY EXISTING UTILITIES. RESPONSIBLE FOR ANY DAMAGE AND SUBSEQUENT REPAIR EXERCISED WHEN EXCAVATING, CONTRACTOR SHALL BE INSTALLATION. *EXTREME CARE AND CAUTIONS SHALL BE GROUND AND UNDERGROUND UTILITIES PRIOR TO LANDSCAPE 2. CONTRACTOR IS REPONSIBLE FOR LOCATING ALL ABOVE TREES AND ALL REMOVED TREES. 1. CONTRACTOR IS TO VERIFY THE LOCATION OF EXISTING GENERAL NOTES: L1.01 LANDSCAPE PLAN