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Item 6A PlansWILDWOOD LAKE WOOD B R E N T W O O D CA R R O L L N O R T H W E S T P K W Y SA N J U A N 114 DI A M O N D 24 ' DR I V E W A Y FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE V A N GUY UP/UG UP/UG UP GUYGUY UP UP UP UV UV EM TR UC SEPTIC LIDSEPTIC LIDSEPTIC LID GI TOP=659.9' GM UCEM MB LP RIM=659.2' LANDSCAPE LIGHT LANDSCAPE LIGHT MB IN L E T RIM=657.6' GI T O P = 6 6 0 . 3 ' GI T O P = 6 6 0 . 3 ' RIM=657.4' RIM=657.6' RIM=660.0' 30 M P H FH RI M = 6 5 9 . 1 ' RI M = 6 5 9 . 0 ' LOT 15 LAKE WOOD ACRES VOL. 388-137, PG. 33 P.R.T.C.T. 1.364 ACRES 59,419 SQUARE FEET 15' BUILDING L I N E VOL. 388-199, P G . 9 7 P.R.T.C.T. 25 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 30 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 12' UTILITY E A S E M E N T VOL. 388-199, P G . 9 7 P.R.T.C.T. 20 ' U T I L I T Y E A S E M E N T VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 7.5' UTILITY E A S E M E N T VOL. 388-137, P G . 3 3 P.R.T.C.T. 15 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 3 7 , P G . 3 3 P. R . T . C . T . 30' BUILDING LINE VOL. 388-137, PG. 33 P.R.T.C.T. CONCRETE BUILDING 6,589 EXTERIOR SQUARE FEET NATURAL GROUND NATURAL GROUND NATURAL GROUND NATURAL GROUND CONCRETE CURB AND GUTTER (TYPICA L ) NATURAL GR O U N D 0. 2 ' N. C A R R O L L 1 1 4 PR O P E R T I E S L L C IN S T . # D 2 0 3 1 7 2 8 4 7 O. P . R . T . C . T . ASPHALT CO N C R E T E 7.5' UTILITY EASEMENT VOL. 388-137, PG. 35 P.R.T.C.T. 7. 5 ' U T I L I T Y E A S E M E N T VO L . 3 8 8 - 1 3 7 , P G . 3 5 P. R . T . C . T . TEXAS POWER AND LIGHT COMPANY EASEMENT VOL. 1304, PG. 622, D.R.T.C.T. (UNDEFINED WIDTH) PUBLIC UTILITY EASEMENT TO: CITY OF SOUTHLAKE INST.# D204181760 O.P.R.T.C.T. PUBLIC UTILITY EASEMENT TO: CITY OF SOUTHLAKE INST.# D204181760 O.P.R.T.C.T. 6" HACKBERRY 15" OAK 10" WALNUT 20" CATALPA14" CATALPA 20" CHINABERRY 11" PECAN 9" HACKBERRY 12" OAK 11" OAK 22" OAK 15" OAK 12" OAK 13" OAK 20" OAK 17" OAK 6" HACKBERRY 6" OAK 17" OAK 17" OAK 13" OAK24" OAK 6" HACKBERRY 5" HACKBERRY 16 14 2 15 7 24' FIRE LANE ESMT 36 ' NE X T D R I V E S H 1 1 4 180'± TO RESIDENCE DRIVEWAY 228'± TO NEAREST COMMERCIAL DRIVEWAY 20'± 76' 64' 69' 63' 52' 60' 24' 8' 11' 5' 9' 30' STACKING DEPTH 50.77' PROPOSED ONE STORY ADDITION 4,592 S.F. EXISTING ONE STORY BUILDING 6,600 S.F. PROP. ENTRY ADDN. 475 S.F. LAKE WOOD DRIVE (LOCAL STREET 50' ROW) N. C A R R O L L A V E N U E (A R T E R I A L - 1 0 0 ' R O W ) 12'x12'x8' MASONRY TRASH ENCLOSURE 30' BUILDING SETBACK 10' TYPE 'B' BUFFER YARD & MONUMENT SIGN SETBACK 10'X50' LOADING ZONE 30' BUILDING SETBACK 15' BUILDING SETBACK 25' BUILDING SETBACK 10' TYPE 'B' BUFFER YARD & MONUMENT SIGN SETBACK 5' TYPE 'A' BUFFER YARD 10' TYPE 'F1' BUFFER YARD NEW 8' BOARD-ON-BOARD WOOD FENCE EXISTING COMMERCIAL DRIVEWAY PROPOSED 8' SIDEWALK MAINTAIN 5' WIDE S.W. OFFSET OF F.H. PROPOSED 8' SIDEWALK VAN ACCESSIBLE PEDESTRIAN ACCESS EASEMENT PEDESTRIAN ACCESS EASEMENT DRAINAGE EASEMENT FOR DETENTION PROPOSED RISER ROOM R5' R5' R8' 9' R2' R2' R2'R2'R2'R2' R30' R2' R10' R2'R2' 6 8' 5' 9' 9'18' 18' 18' 24' 24' 18' 9' PROPOSED 5' SIDEWALK PROP. ADDN. 26 S.F. PROP. ADDN. 60 S.F. PROP. ADDN. 26 S.F. PROP. ADDN. 60 S.F. 2' 2' 66 ' NEW MONUMENT SIGN PROPOSED 5' SIDEWALK R10' CL CL 48 ' LEGEND C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: DATE: RE V I S I O N S DA T E T h i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . (A d a m s ) a s a n i n s t r u m e n t o f s e r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y t h e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r i n s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o l d h a r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Copyright 2018, Adams 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 Co p y r i g h t 20 1 9 , A d a m s 9/17/2018 N . C A R R O L L P R O P E R T I E S , L L C O F F I C E E X P A N S I O N SO U T H L A K E , T E X A S TBPE Registration #: F-1002 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION No. 86184, ON 03/26/19 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES SI T E P L A N C3.0 GRA                     FI L E N A M E : C3 . 0 S I T E P L A N . d w g PL O T T E D B Y : Mi k e P e t e r s o n PL O T T E D O N : Tu e s d a y , M a r c h 2 6 , 2 0 1 9 PL O T T E D A T : 4: 3 2 : 4 8 P M PL O T T E D W I T H : PD F - X C h a n g e F o r A c r o P l o t P r o . p c 3 FU L L P A T H : I: \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 9 6 L a n d m a r k O f f i c e C o m p l e x - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n I: \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 9 6 L a n d m a r k O f f i c e C o m p l e x - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n \ C 3 . 0 S I T E P L A N   2017-196 DWL SH CASE NO: ZA18-0028 NTS SITE MAP PROJECT LOCATION PRELIMINARY FOR REVIEW PURPOSES ONLY PROPOSED FACE AND BACK OF CURB PROPOSED VEHICULAR CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK OPEN SPACE PARKING COUNT ACCESSIBLE ROUTE BUILDING SETBACK LINE BUFFER YARD BUILDING ENTRANCE/EXIT PROPOSED STREET LIGHT 1 ARTICLE V11 - PARK AND RECREATION DEDICATION REQUIREMENTS. SECTION 7.03-2 LAND DEDICATION REQUIREMENTS Non-Residential Developments: Although non-residential development does not generate residential occupancies per se, it does create environmental impacts which may negatively affect the living environment of the community. These impacts may be ameliorated or eliminated by providing park or open space areas which buffer adjoining land uses, prevent undue concentration of paved areas, allow for the reasonable dissipation of automotive exhaust fumes, provide natural buffers to the spread of fire or explosion, and provide separation of lighting, waste disposal, and noise by-products of non-residential operations and activities from adjacent residential areas. The City has therefore determined that non-residential developments must provide dedicated parks and/or reserved open space at a ratio of one (1) acre of park land for every fifty (50) non-residential gross acres of development or prorated portion thereof. GRAPHIC SCALE FEET04020 1"=20' PEDESTRIAN ACCESS ROUTE AS SHOWN ALONG SIDEWALKS. PEDESTRIAN ACCESS O1 ZONE OFFICE COMMERCIAL CURRENT OWNER: AUTHENTEX DEVELOPMENT LTD 700 N. CARROLL AVE STE 100 SOUTHLAKE, TX 76092-6459 LANDSCAPE REQUIREMENT FOR THE CITY OF SOUTHLAKE LOT 15 LAKE WOOD ACRES AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-137, PAGE 33, PLAT RECORDS, TARRANT COUNTY, TX CIVIL ENGINEER ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: ROBERT ADAMS, P.E. PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM OWNER/DEVELOPER/APPLICANT N. CARROLL 114 PROPERTIES, LLC 756 N. CARROLL AVE. SOUTHLAKE, TX 76092 CONTACT: CHRIS LOTT PHONE: 817-424-0888 EMAIL: CLOTT@LGCINC.COM ARCHITECT DANIELS & LOVELADY ARCHITECTURE 669 AIRPORT FREEWAY, SUITE 101 HURST, TX 76053 CONTACT: BRENT E. LOVELADY, AIA PHONE: 817-510-6730 EMAIL: BRENT@DLARCHITECTURE.NET SF1 - A ZONE LOW DENSITY RESIDENTIAL LAND USE CURRENT OWNER: NIMPHIUS JAMES J. 1050 LAKE WOOD DR. SOUTHLAKE, TX 76092-5207 SF1 - A ZONE LOW DENSITY RESIDENTIAL LAND USE CURRENT OWNER: JOSEPH AND SUZANNE OLIVETI 1025 WILD WOOD LN. SOUTHLAKE, TX 76092-5257 C2 ZONE RETAIL COMMERCIAL LAND USE CURRENT OWNER: GREENWAY-CARROLL OAKS LP 2808 FAIRMOUNT ST. STE 100 DALLAS, TX 75201-7622 SURVEYOR JPH LAND SURVEYING, INC. 807 BLUEBONNET DRIVE, SUITE C KELLER, TEXAS 76248 CONTACT: ROBERT W. BRYAN, R.P.L.S. PHONE: 817-431-4971 EMAIL: ROBERTB@JPHLS.COM LANDSCAPE ARCHITECT LEEMING DESIGN GROUP LANDSCAPE ARCHITECTS 4913 RUFE SNOW DRIVE, SUITE 101-B NORTH RICHLAND HILLS, TX 76180 CONTACT: BILL LEEMING PHONE: (817) 577-0889 EMAIL: LEEMINGDESIGNGROUP@SBCGLOBAL.NET PLANS 2 PLANS 3 PLANS 4 PLANS 5 STONE COMPOSITION SHINGLE ROOFING CAST STONE PAINTED BRICK STANDING SEAM METAL ROOFING 15 ' - 8 1 / 8 " 18 ' - 9 3 / 4 " 9' - 1 3 / 8 " NE W E A V E 14 ' - 1 0 1 / 8 " NE W E A V E 11 ' - 8 " 18 ' - 9 1 / 2 " COMPOSITION SHINGLE ROOFING CAST STONESTONE STANDING SEAM METAL ROOFING PAINTED BRICK NE W E A V E 15 ' - 8 1 / 8 " NE W E A V E 11 ' - 8 " NE W E A V E 15 ' - 8 1 / 8 " NE W P E A K 18 ' - 9 3 / 4 " 9' - 1 3 / 8 " 7' - 3 " 10 ' - 0 7 / 8 " NE W P E A K 18 ' - 8 1 / 4 " 11 ' - 3 5 / 8 " 5 A1 6 A1 8 A1 7 A1 MEMBRANE ROOFING (FLAT) COMPOSITION SHINGLE ROOFING STANDING SEAM METAL ROOFING PAINTED BRICK COMPOSITION SHINGLE ROOFING CAST STONE STONE STANDING SEAM METAL ROOFING NE W E A V E 14 ' - 1 0 1 / 8 " NE W P E A K 18 ' - 8 1 / 4 " NE W E A V E 11 ' - 8 " NE W E A V E 15 ' - 8 1 / 8 " NE W P E A K 18 ' - 9 3 / 4 " 7' - 3 " EXIST. ELEC. SERVICE STONE COMPOSITION SHINGLE ROOFING CAST STONE PAINTED BRICK STANDING SEAM METAL ROOFING 7' - 3 " NE W E A V E 14 ' - 9 3 / 4 " 15 ' - 8 1 / 8 " 18 ' - 8 1 / 4 " 9' - 1 3 / 8 " NE W E A V E 11 ' - 8 " NE W E A V E 11 ' - 8 " NE W E A V E 14 ' - 1 0 1 / 8 " NE W P E A K 18 ' - 8 1 / 4 " NE W P E A K 18 ' - 8 1 / 4 " Sheet: C 669 Airport Freeway, Suite 101 Hurst, Texas 76053 Phone 817-510-6730 www.DLArchitecture.net Daniels & Lovelady A r c h i t e c t u r e Issue Job Revisions Daniels & Lovelady Architecture ADDITION & RENOVATION FOR 750-756 N CARROLL AVE Southlake, Texas 1803 3-20-19 A1 2019 1/8" = 1'-0"A1 5 EAST ELEVATION 1/8" = 1'-0"A1 7 SOUTH ELEVATION A1 2 SOUTHEAST VIEW 1" = 20'-0"A1 1 ROOF PLAN 1/8" = 1'-0"A1 6 NORTH ELEVATION 1/8" = 1'-0"A1 8 WEST ELEVATION A1 3 SOUTHWEST VIEW A1 4 3D VIEW PLANS 6 98'-0" 4' - 6 " 5' - 6 " 31'-0"7'-0"17'-2 3/4"18'-11 3/4"23'-9 1/2" 1' - 6 " 2' - 6 " 10 ' - 0 " 125'-0" 32'-6"11'-0"38'-0"11'-0"32'-6" 12 ' - 6 " 10 ' - 0 " 8' - 7 1 / 2 " 2' - 2 1 / 2 " 1' - 8 " 1'-8" 5'-3 1/2"24'-1"5'-3 1/2" 1'-8" 8' - 6 " 2' - 4 " 1' - 8 " 12 ' - 6 " 10 ' - 0 " STONE COMPOSITION SHINGLE ROOFING CAST STONE PAINTED BRICK STANDING SEAM METAL ROOFING 15 ' - 8 1 / 8 " 18 ' - 9 3 / 4 " 9' - 1 3 / 8 " NE W E A V E 14 ' - 1 0 1 / 8 " NE W E A V E 11 ' - 8 " 18 ' - 9 1 / 2 " COMPOSITION SHINGLE ROOFING CAST STONESTONE STANDING SEAM METAL ROOFING PAINTED BRICK NE W E A V E 15 ' - 8 1 / 8 " NE W E A V E 11 ' - 8 " NE W E A V E 15 ' - 8 1 / 8 " NE W P E A K 18 ' - 9 3 / 4 " 9' - 1 3 / 8 " 7' - 3 " 10 ' - 0 7 / 8 " NE W P E A K 18 ' - 8 1 / 4 " 18 ' - 8 1 / 4 " NE W E A V E 11 ' - 8 " Sheet: C 669 Airport Freeway, Suite 101 Hurst, Texas 76053 Phone 817-510-6730 www.DLArchitecture.net Daniels & Lovelady A r c h i t e c t u r e Issue Job Revisions Daniels & Lovelady Architecture ADDITION & RENOVATION FOR 750-756 N CARROLL AVE Southlake, Texas 1803 3-20-19 EL1 2019 1/8" = 1'-0"EL1 1 East Elevation 1/8" = 1'-0"EL1 2 South Elevation EL1 3 Southeast View PLANS 7 34'-0"15'-0"34'-0"15'-0" 14 ' - 8 " 16 ' - 2 " 16 ' - 2 " 14 ' - 8 " 1' - 6 " 34'-0" 132'-0" 4' - 6 " 5' - 6 " 10 ' - 0 " 31'-0"7'-0"17'-2 3/4"18'-11 3/4"23'-9 1/2" 98'-0" 1' - 6 " 2' - 6 " STONE COMPOSITION SHINGLE ROOFING CAST STONE PAINTED BRICK STANDING SEAM METAL ROOFING 7' - 3 " NE W E A V E 14 ' - 9 3 / 4 " 15 ' - 8 1 / 8 " 18 ' - 8 1 / 4 " 9' - 1 3 / 8 " NE W E A V E 11 ' - 8 " NE W E A V E 11 ' - 8 " NE W E A V E 14 ' - 1 0 1 / 8 " 18 ' - 8 1 / 4 " NE W P E A K 18 ' - 8 1 / 4 " PAINTED BRICK COMPOSITION SHINGLE ROOFING CAST STONE STONE STANDING SEAM METAL ROOFING NE W E A V E 14 ' - 1 0 1 / 8 " NE W P E A K 18 ' - 8 1 / 4 " NE W E A V E 11 ' - 8 " NE W E A V E 15 ' - 8 1 / 8 " NE W P E A K 18 ' - 9 3 / 4 " 7' - 3 " 11 ' - 8 " EXIST. ELEC. SERVICE Sheet: C 669 Airport Freeway, Suite 101 Hurst, Texas 76053 Phone 817-510-6730 www.DLArchitecture.net Daniels & Lovelady A r c h i t e c t u r e Issue Job Revisions Daniels & Lovelady Architecture ADDITION & RENOVATION FOR 750-756 N CARROLL AVE Southlake, Texas 1803 3-20-19 EL2 2019 1/8" = 1'-0"EL2 2 West Elevation 1/8" = 1'-0"EL2 1 North Elevation EL2 3 Southwest View PLANS 8 WILDWOOD LAKE WOOD B R E N T W O O D CA R R O L L N O R T H W E S T P K W Y S A N J U A N 1709 114 DI A M O N D SOUTHLAKE BLVD. SI T E P L A N P A C K A G E : N. C A R R O L L 1 1 4 P R O P E R T I E S , L L C O F F I C E E X P A N S I O N To Serve ADAMS PROJECT NO. 2017-196 CIVIL ENGINEER ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: G. ROBERT ADAMS, P.E. PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM OWNER/DEVELOPER/APPLICANT N. CARROLL 114 PROPERTIES, LLC 756 N. CARROLL AVE. SOUTHLAKE, TX 76092 CONTACT: CHRIS LOTT PHONE: 817-424-0888 EMAIL: CLOTT@LGCINC.COM N. CARROLL 114 PROPERTIES, LLC OFFICE EXPANSION SITE PLAN PACKAGE FU L L P A T H : I: \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 9 6 L a n d m a r k O f f i c e C o m p l e x - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n I : \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 9 6 L a n d m a r k O f f i c e C o m p l e x - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n \ C 1 . 0 C O V E R S H E E T PL O T T E D W I T H : P D F - X C h a n g e F o r A c r o P l o t P r o . p c 3 PL O T T E D A T : 1 : 5 8 : 3 7 P M PL O T T E D O N : W e d n e s d a y , M a r c h 2 0 , 2 0 1 9 PL O T T E D B Y : M i k e P e t e r s o n FI L E N A M E : C 1 . 0 C O V E R S H E E T . d w g March 2019 SURVEYOR JPH LAND SURVEYING, INC. 807 BLUEBONNET DRIVE, SUITE C KELLER, TEXAS 76248 CONTACT: ROBERT W. BRYAN, R.P.L.S. PHONE: 817-431-4971 EMAIL: ROBERTB@JPHLS.COM SITE MAP SCALE: NTS IN THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS ARCHITECT DANIELS & LOVELADY ARCHITECTURE 669 AIRPORT FREEWAY, SUITE 101 HURST, TX 76053 CONTACT: BRENT E. LOVELADY, AIA PHONE: 817-510-6730 EMAIL: BRENT@DLARCHITECTURE.NET LANDSCAPE ARCHITECT LEEMING DESIGN GROUP LANDSCAPE ARCHITECTS 4913 RUFE SNOW DRIVE, SUITE 101-B NORTH RICHLAND HILLS, TX 76180 CONTACT: BILL LEEMING PHONE: (817) 577-0889 EMAIL: LEEMINGDESIGNGROUP@SBCGLOBAL.NET 8951 Cypress Waters Bld, Ste 150 ■ Dallas, Texas 75019 ■ (817) 328-3200 PROJECT LOCATION CASE NO: ZA18-0028 LOT 15 LAKE WOOD ACRES AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-137, PAGE 33, PLAT RECORDS, TARRANT COUNTY, TX THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION No. 86184, ON 03/20/19 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 PRELIMINARY FOR REVIEW PURPOSES ONLY Sheet List Table Sheet Number Sheet Title C1.0 COVER SHEET C2.0 BOUNDARY AND TOPOGRAPHIC SURVEY C3.0 SITE PLAN C4.0 GRADING PLAN C5.0 PRELIMINARY UTILITY PLAN C5.1 LIGHTING PLAN C6.0 PRE-DEVELOPED DRAINAGE AREA MAP C6.1 POST-DEVELOPED DRAINAGE AREA MAP C6.2 DRAINAGE PLAN L1.0 TREE PRESERVATION PLAN L2.0 LANDSCAPE PLAN PLANS 9 PLANS 10 WILDWOOD LAKE WOOD B R E N T W O O D CA R R O L L N O R T H W E S T P K W Y SA N J U A N 114 DI A M O N D 25 ' DR I V E W A Y FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE V A N GUY UP/UG UP/UG UP GUYGUY UP UP UP UV UV EM TR UC SEPTIC LIDSEPTIC LIDSEPTIC LID GI TOP=659.9' GM UCEM MB LP RIM=659.2' LANDSCAPE LIGHT LANDSCAPE LIGHT MB IN L E T RIM=657.6' GI T O P = 6 6 0 . 3 ' GI T O P = 6 6 0 . 3 ' RIM=657.4' RIM=657.6' RIM=660.0' 30 M P H FH RI M = 6 5 9 . 1 ' RI M = 6 5 9 . 0 ' LOT 15 LAKE WOOD ACRES VOL. 388-137, PG. 33 P.R.T.C.T. 1.364 ACRES 59,419 SQUARE FEET 15' BUILDING L I N E VOL. 388-199, P G . 9 7 P.R.T.C.T. 25 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 30 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 12' UTILITY E A S E M E N T VOL. 388-199, P G . 9 7 P.R.T.C.T. 20 ' U T I L I T Y E A S E M E N T VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 7.5' UTILITY E A S E M E N T VOL. 388-137, P G . 3 3 P.R.T.C.T. 15 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 3 7 , P G . 3 3 P. R . T . C . T . 30' BUILDING LINE VOL. 388-137, PG. 33 P.R.T.C.T. CONCRETE BUILDING 6,589 EXTERIOR SQUARE FEET NATURAL GROUND NATURAL GROUND NATURAL GROUND NATURAL GROUND CONCRETE CURB AND GUTTER (TYPICA L ) NATURAL GR O U N D 0. 2 ' N. C A R R O L L 1 1 4 PR O P E R T I E S L L C IN S T . # D 2 0 3 1 7 2 8 4 7 O. P . R . T . C . T . ASPHALT CO N C R E T E 7.5' UTILITY EASEMENT VOL. 388-137, PG. 35 P.R.T.C.T. 7. 5 ' U T I L I T Y E A S E M E N T VO L . 3 8 8 - 1 3 7 , P G . 3 5 P. R . T . C . T . TEXAS POWER AND LIGHT COMPANY EASEMENT VOL. 1304, PG. 622, D.R.T.C.T. (UNDEFINED WIDTH) PUBLIC UTILITY EASEMENT TO: CITY OF SOUTHLAKE INST.# D204181760 O.P.R.T.C.T. PUBLIC UTILITY EASEMENT TO: CITY OF SOUTHLAKE INST.# D204181760 O.P.R.T.C.T. 6" HACKBERRY 15" OAK 10" WALNUT 20" CATALPA14" CATALPA 20" CHINABERRY 11" PECAN 9" HACKBERRY 12" OAK 11" OAK 22" OAK 15" OAK 12" OAK 13" OAK 20" OAK 17" OAK 6" HACKBERRY 6" OAK 17" OAK 17" OAK 13" OAK24" OAK 6" HACKBERRY 5" HACKBERRY 16 14 2 15 7 24' FIRE LANE ESMT 36 ' NE X T D R I V E S H 1 1 4 180'± TO RESIDENCE DRIVEWAY 228'± TO NEAREST COMMERCIAL DRIVEWAY 20'± 76' 64' 69' 63' 52' 60' 24' 8' 11' 5' 9' 46' STACKING DEPTH 50.77' PROPOSED ONE STORY ADDITION 4,592 S.F. EXISTING ONE STORY BUILDING 6,600 S.F. PROP. ENTRY ADDN. 475 S.F. LAKE WOOD DRIVE (LOCAL STREET 50' ROW) N. C A R R O L L A V E N U E (A R T E R I A L - 1 0 0 ' R O W ) 12'x12'x8' MASONRY TRASH ENCLOSURE 30' BUILDING SETBACK 10' TYPE 'B' BUFFER YARD & MONUMENT SIGN SETBACK 10'X50' LOADING ZONE 30' BUILDING SETBACK 15' BUILDING SETBACK 25' BUILDING SETBACK 10' TYPE 'B' BUFFER YARD & MONUMENT SIGN SETBACK 5' TYPE 'A' BUFFER YARD 10' TYPE 'F1' BUFFER YARD NEW MONUMENT SIGN NEW 8' BOARD-ON-BOARD WOOD FENCE EXISTING COMMERCIAL DRIVEWAY TO BE REMOVED EXISTING COMMERCIAL DRIVEWAY PROPOSED 8' SIDEWALK MAINTAIN 5' WIDE S.W. OFFSET OF F.H. PROPOSED 8' SIDEWALK VAN ACCESSIBLE PEDESTRIAN ACCESS EASEMENT PEDESTRIAN ACCESS EASEMENT DRAINAGE EASEMENT FOR DETENTION PROPOSED RISER ROOM R5' R5' R8' 9' R2' R2' R2'R2'R2'R2' R10' R30' R2' R10' R2'R2' 6 8' 5' 9' 9'18' 18' 18' 24' 24' 18' 9' PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK PROP. ADDN. 26 S.F. PROP. ADDN. 60 S.F. PROP. ADDN. 26 S.F. PROP. ADDN. 60 S.F. LEGEND C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: DATE: RE V I S I O N S DA T E Th i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . ( A d a m s ) a s a n i n s t r u m e n t o f se r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y th e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r in s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o l d ha r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Copyright 2018, Adams 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 Co p y r i g h t 2 0 1 9 , A d a m s 9/17/2018 N . C A R R O L L P R O P E R T I E S , L L C O F F I C E E X P A N S I O N SO U T H L A K E , T E X A S TBPE Registration #: F-1002 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION No. 86184, ON 03/21/19 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES SI T E P L A N C3.0 GRA                     FI L E N A M E : C 3 . 0 S I T E P L A N . d w g PL O T T E D B Y : M i k e P e t e r s o n PL O T T E D O N : T h u r s d a y , M a r c h 2 1 , 2 0 1 9 PL O T T E D A T : 8 : 4 4 : 1 5 A M PL O T T E D W I T H : P D F - X C h a n g e F o r A c r o P l o t P r o . p c 3 FU L L P A T H : I : \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 9 6 L a n d m a r k O f f i c e C o m p l e x - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n I : \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 9 6 L a n d m a r k O f f i c e C o m p l e x - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n \ C 3 . 0 S I T E P L A N   2017-196 DWL SH CASE NO: ZA18-0028 NTS SITE MAP PROJECT LOCATION PRELIMINARY FOR REVIEW PURPOSES ONLY PROPOSED FACE AND BACK OF CURB PROPOSED VEHICULAR CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK OPEN SPACE PARKING COUNT ACCESSIBLE ROUTE BUILDING SETBACK LINE BUFFER YARD BUILDING ENTRANCE/EXIT PROPOSED STREET LIGHT 1 ARTICLE V11 - PARK AND RECREATION DEDICATION REQUIREMENTS. SECTION 7.03-2 LAND DEDICATION REQUIREMENTS Non-Residential Developments: Although non-residential development does not generate residential occupancies per se, it does create environmental impacts which may negatively affect the living environment of the community. These impacts may be ameliorated or eliminated by providing park or open space areas which buffer adjoining land uses, prevent undue concentration of paved areas, allow for the reasonable dissipation of automotive exhaust fumes, provide natural buffers to the spread of fire or explosion, and provide separation of lighting, waste disposal, and noise by-products of non-residential operations and activities from adjacent residential areas. The City has therefore determined that non-residential developments must provide dedicated parks and/or reserved open space at a ratio of one (1) acre of park land for every fifty (50) non-residential gross acres of development or prorated portion thereof. GRAPHIC SCALE FEET04020 1"=20' PEDESTRIAN ACCESS ROUTE AS SHOWN ALONG SIDEWALKS. PEDESTRIAN ACCESS O1 ZONE OFFICE COMMERCIAL CURRENT OWNER: AUTHENTEX DEVELOPMENT LTD 700 N. CARROLL AVE STE 100 SOUTHLAKE, TX 76092-6459 LANDSCAPE REQUIREMENT FOR THE CITY OF SOUTHLAKE LOT 15 LAKE WOOD ACRES AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-137, PAGE 33, PLAT RECORDS, TARRANT COUNTY, TX CIVIL ENGINEER ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: ROBERT ADAMS, P.E. PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM OWNER/DEVELOPER/APPLICANT N. CARROLL 114 PROPERTIES, LLC 756 N. CARROLL AVE. SOUTHLAKE, TX 76092 CONTACT: CHRIS LOTT PHONE: 817-424-0888 EMAIL: CLOTT@LGCINC.COM ARCHITECT DANIELS & LOVELADY ARCHITECTURE 669 AIRPORT FREEWAY, SUITE 101 HURST, TX 76053 CONTACT: BRENT E. LOVELADY, AIA PHONE: 817-510-6730 EMAIL: BRENT@DLARCHITECTURE.NET SF1 - A ZONE LOW DENSITY RESIDENTIAL LAND USE CURRENT OWNER: NIMPHIUS JAMES J. 1050 LAKE WOOD DR. SOUTHLAKE, TX 76092-5207 SF1 - A ZONE LOW DENSITY RESIDENTIAL LAND USE CURRENT OWNER: JOSEPH AND SUZANNE OLIVETI 1025 WILD WOOD LN. SOUTHLAKE, TX 76092-5257 C2 ZONE RETAIL COMMERCIAL LAND USE CURRENT OWNER: GREENWAY-CARROLL OAKS LP 2808 FAIRMOUNT ST. STE 100 DALLAS, TX 75201-7622 SURVEYOR JPH LAND SURVEYING, INC. 807 BLUEBONNET DRIVE, SUITE C KELLER, TEXAS 76248 CONTACT: ROBERT W. BRYAN, R.P.L.S. PHONE: 817-431-4971 EMAIL: ROBERTB@JPHLS.COM LANDSCAPE ARCHITECT LEEMING DESIGN GROUP LANDSCAPE ARCHITECTS 4913 RUFE SNOW DRIVE, SUITE 101-B NORTH RICHLAND HILLS, TX 76180 CONTACT: BILL LEEMING PHONE: (817) 577-0889 EMAIL: LEEMINGDESIGNGROUP@SBCGLOBAL.NET PLANS 11 WILDWOOD LAKE WOOD B R E N T W O O D CA R R O L L N O R T H W E S T P K W Y SA N J U A N 114 DI A M O N D FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE V A N GUY UP/UG UP/UG UP GUYGUY UP UP UP LAKE WOOD DRIVE VOL.388-137, PG. 33 P.R.T.C.T. (50' RIGHT OF WAY) 5/8" REBAR 1/2" REBAR GRAHAM&ASSOC TBM MNS 660.04' 1/2" REBAR G R A H A M & A S S O C UV UV EM TR UC SEPTIC LIDSEPTIC LIDSEPTIC LID RDRD GI TOP=659.9'GI T O P = 6 6 0 . 4 ' RD GI T O P = 6 6 0 . 7 ' RD RD GI T O P = 6 6 0 . 8 ' GM RD UCEM GASGAS TEST STATION MB LP RIM=659.2' WM WM GASGAS TEST STATION LANDSCAPE LIGHT LANDSCAPE LIGHT RDRD CHECK SHOT MB IN L E T RIM=657.6' RD GI T O P = 6 6 0 . 3 ' GI T O P = 6 6 0 . 3 ' RIM=657.4' RIM=657.6'10569 RIM=660.0'CHECK SHOT 30 M P H FH RI M = 6 5 9 . 1 ' RI M = 6 5 9 . 0 ' 661.2' FINISHED FLOOR 661.2' FINISHED FLOOR 661.1' FINISHED FLOORRD RD CHECK SHOT / / / / / / // // // // // 200 201 202 1/2" REBAR GRAHAM&ASSOC CITY OF SOUTHLAKE INST.# D204181759 O.P.R.T.C.T. LOT 15 LAKE WOOD ACRES VOL. 388-137, PG. 33 P.R.T.C.T. 1.364 ACRES 59,419 SQUARE FEET (L = 48.75') 47 . 3 ' 62.6' 68 . 6 ' LOT 1 CARROLL OAKS ADDITION VOL. 388-199, PG. 97 P.R.T.C.T. 17 ' R I G H T - O F - W A Y D E D I C A T I O N T O : TH E C I T Y O F S O U T H L A K E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 15' BUILDING L I N E VOL. 388-199, P G . 9 7 P.R.T.C.T. 25 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 30 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 12' UTILITY E A S E M E N T VOL. 388-199, P G . 9 7 P.R.T.C.T. 20 ' U T I L I T Y E A S E M E N T VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 7.5' UTILITY E A S E M E N T VOL. 388-137, P G . 3 3 P.R.T.C.T. 15 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 3 7 , P G . 3 3 P. R . T . C . T . 30' BUILDING LINE VOL. 388-137, PG. 33 P.R.T.C.T. (2 5 9 . 5 2 ' ) CONCRETE BRICK BRICK LOT 14 LAKE WOOD ACRES VOL. 388-137, PG. 33 P.R.T.C.T. N. C A R R O L L L A V E N U E ( P O S T E D ) (C A R R O L L S C H O O L R O A D - P E R P L A T ) (7 0 ' R I G H T O F W A Y ) AS S H O W N O N VO L . 38 8 - 1 3 7 , P G . 3 3 P. R . T . C . T . CRS CRS BUILDING 6,589 EXTERIOR SQUARE FEET NATURAL GROUND NATURAL GROUND NATURAL GROUND NATURAL GROUND CONCRETE CURB AND GUTTER (TYPICA L ) NATURAL GR O U N D 0. 2 ' N. C A R R O L L 1 1 4 PR O P E R T I E S L L C IN S T . # D 2 0 3 1 7 2 8 4 7 O. P . R . T . C . T . ASPHALT CO N C R E T E 66 0 66 1 6 6 2 6 6 2 6 6 1 6 6 0 659 659 659 66 0 659 LOT 1 LAKE WOOD ACRES VOL. 388-137, PG. 35 P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-137, PG. 35 P.R.T.C.T. 7. 5 ' U T I L I T Y E A S E M E N T VO L . 3 8 8 - 1 3 7 , P G . 3 5 P. R . T . C . T . TEXAS POWER AND LIGHT COMPANY EASEMENT VOL. 1304, PG. 622, D.R.T.C.T. (UNDEFINED WIDTH) (246.08') PUBLIC UTILITY EASEMENT TO: CITY OF SOUTHLAKE INST.# D204181760 O.P.R.T.C.T. PUBLIC UTILITY EASEMENT TO: CITY OF SOUTHLAKE INST.# D204181760 O.P.R.T.C.T. 6" HACKBERRY 15" OAK 10" WALNUT 20" CATALPA14" CATALPA 20" CHINABERRY 11" PECAN 9" HACKBERRY 12" OAK 11" OAK 22" OAK 15" OAK 12" OAK 13" OAK 20" OAK 17" OAK 6" HACKBERRY 6" OAK 17" OAK 17" OAK 13" OAK24" OAK 6" HACKBERRY 5" HACKBERRY 659 660 65 9 658 FF = 661.20 FF = 661.20 TI = 659.90 TP = 660.70 TP = 660.90 TP = 660.30 TP = 661.10 TP = 660.00 TP = 660.30 TP = 661.30 TP = 660.50 TP = 661.00 TP = 661.50 TP = 660.30 TP = 660.30 TP = 660.50 TP = 659.95 TP = 659.25 TP = 659.75 TP = 659.10 TP = 659.80 TP = 659.30 TP = 659.80 TI = 658.20TP = 658.50TP = 658.90 EXIST. 10' CURB INLET TI = 660.00 EXIST. 10' CURB INLET TI = 657.40 TP = 659.90 6 6 0 66 0 6 6 1 659 TP = 658.90 TP = 659.05TP = 659.75 TP = 659.75 TP = 659.60TP = 660.15 TP = 661.15 TP = 660.75 TP = 659.60 660 659 TP = 660.10 TP = 660.30 TP = 661.00 TP = 661.00 TP = 659.95 TP = 658.60 TP = 658.30 TP = 659.05 LEGEND C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: DATE: RE V I S I O N S DA T E Th i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . ( A d a m s ) a s a n i n s t r u m e n t o f se r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y th e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r in s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o l d ha r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Copyright 2018, Adams 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 Co p y r i g h t 2 0 1 9 , A d a m s 9/17/2018 N . C A R R O L L P R O P E R T I E S , L L C O F F I C E E X P A N S I O N SO U T H L A K E , T E X A S TBPE Registration #: F-1002 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION No. 86184, ON 03/21/19 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. Know what's below. before you dig.Call R GR A D I N G P L A N C4.0 GRA                     FI L E N A M E : C 4 . 0 G R A D I N G P L A N . d w g PL O T T E D B Y : M i k e P e t e r s o n PL O T T E D O N : T h u r s d a y , M a r c h 2 1 , 2 0 1 9 PL O T T E D A T : 8 : 4 6 : 2 0 A M PL O T T E D W I T H : P D F - X C h a n g e F o r A c r o P l o t P r o . p c 3 FU L L P A T H : I : \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 9 6 L a n d m a r k O f f i c e C o m p l e x - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n I : \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 9 6 L a n d m a r k O f f i c e C o m p l e x - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n \ C 4 . 0 G R A D I N G P L A N   2017-196  DWL MP FG=100.50 100 100 PROPOSED CONTOUR EXISTING CONTOUR EXISTING SPOT GRADE SPOT GRADE PROPOSED FLOW ARROW FG FINISHED GRADE TP TOP OF PAVEMENT TC TOP OF CURB FL FLOWLINE FF FINISHED FLOOR TI TOP OF INLET PROPOSED CURB INLET PRELIMINARY FOR REVIEW PURPOSES ONLY NTS SITE MAP CASE NO: ZA18-0028 GRAPHIC SCALE FEET04020 1"=20' CIVIL ENGINEER ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: G. ROBERT ADAMS, P.E. PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM OWNER/DEVELOPER/APPLICANT N. CARROLL 114 PROPERTIES, LLC 756 N. CARROLL AVE. SOUTHLAKE, TX 76092 CONTACT: CHRIS LOTT PHONE: 817-424-0888 EMAIL: CLOTT@LGCINC.COM ARCHITECT DANIELS & LOVELADY ARCHITECTURE 669 AIRPORT FREEWAY, SUITE 101 HURST, TX 76053 CONTACT: BRENT E. LOVELADY, AIA PHONE: 817-510-6730 EMAIL: BRENT@DLARCHITECTURE.NET LOT 15 LAKE WOOD ACRES AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-137, PAGE 33, PLAT RECORDS, TARRANT COUNTY, TX PROJECT LOCATION SURVEYOR NOTE: THE SITE BENCHMARK IS A MAG NAIL WITH METAL WASHER STAMPED "JPH LAND SURVEYING" SET ON THE NORTH SIDE OF A STORM DRAIN INLET LOCATED ON THE NORTH SIDE OF LAKE WOOD DRIVE AT THE NORTHWEST INTERSECTION OF N. CARROLL AVENUE AND LAKE WOOD DRIVE. ELEVATION = 660.04' SURVEYOR JPH LAND SURVEYING, INC. 807 BLUEBONNET DRIVE, SUITE C KELLER, TEXAS 76248 CONTACT: ROBERT W. BRYAN, R.P.L.S. PHONE: 817-431-4971 EMAIL: ROBERTB@JPHLS.COM LANDSCAPE ARCHITECT LEEMING DESIGN GROUP LANDSCAPE ARCHITECTS 4913 RUFE SNOW DRIVE, SUITE 101-B NORTH RICHLAND HILLS, TX 76180 CONTACT: BILL LEEMING PHONE: (817) 577-0889 EMAIL: LEEMINGDESIGNGROUP@SBCGLOBAL.NET x 657.38 PLANS 12 WILDWOOD LAKE WOOD B R E N T W O O D CA R R O L L N O R T H W E S T P K W Y SA N J U A N 114 DI A M O N D FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE V A N GUY UP/UG UP/UG UP GUYGUY UP UP UP LAKE WOOD DRIVE VOL.388-137, PG. 33 P.R.T.C.T. (50' RIGHT OF WAY) UV UV EM TR UC SEPTIC LIDSEPTIC LIDSEPTIC LID RDRD GI TOP=659.9' RD GM RD UCEM GASGAS TEST STATION MB LP RIM=659.2' GASGAS TEST STATION LANDSCAPE LIGHT LANDSCAPE LIGHT RDRD MB IN L E T RIM=657.6' RD GI T O P = 6 6 0 . 3 ' GI T O P = 6 6 0 . 3 ' RIM=657.4' RIM=657.6' RIM=660.0' 30 M P H FH RI M = 6 5 9 . 1 ' RI M = 6 5 9 . 0 ' 661.2' FINISHED FLOOR 661.2' FINISHED FLOOR 661.1' FINISHED FLOORRD RD CITY OF SOUTHLAKE INST.# D204181759 O.P.R.T.C.T. LOT 15 LAKE WOOD ACRES VOL. 388-137, PG. 33 P.R.T.C.T. 1.364 ACRES 59,419 SQUARE FEET (L = 48.75') LOT 1 CARROLL OAKS ADDITION VOL. 388-199, PG. 97 P.R.T.C.T. 17 ' R I G H T - O F - W A Y D E D I C A T I O N T O : TH E C I T Y O F S O U T H L A K E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 15' BUILDING L I N E VOL. 388-199, P G . 9 7 P.R.T.C.T. 25 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 30 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 12' UTILITY E A S E M E N T VOL. 388-199, P G . 9 7 P.R.T.C.T. 20 ' U T I L I T Y E A S E M E N T VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 7.5' UTILITY E A S E M E N T VOL. 388-137, P G . 3 3 P.R.T.C.T. 15 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 3 7 , P G . 3 3 P. R . T . C . T . 30' BUILDING LINE VOL. 388-137, PG. 33 P.R.T.C.T. (2 5 9 . 5 2 ' ) CONCRETE LOT 14 LAKE WOOD ACRES VOL. 388-137, PG. 33 P.R.T.C.T. N. C A R R O L L L A V E N U E ( P O S T E D ) (C A R R O L L S C H O O L R O A D - P E R P L A T ) (7 0 ' R I G H T O F W A Y ) AS S H O W N O N VO L . 38 8 - 1 3 7 , P G . 3 3 P. R . T . C . T . BUILDING 6,589 EXTERIOR SQUARE FEET NATURAL GROUND NATURAL GROUND NATURAL GROUND NATURAL GROUND CONCRETE CURB AND GUTTER (TYPICAL ) NATURAL GR O U N D 0. 2 ' N. C A R R O L L 1 1 4 PR O P E R T I E S L L C IN S T . # D 2 0 3 1 7 2 8 4 7 O. P . R . T . C . T . ASPHALT CO N C R E T E LOT 1 LAKE WOOD ACRES VOL. 388-137, PG. 35 P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-137, PG. 35 P.R.T.C.T. 7. 5 ' U T I L I T Y E A S E M E N T VO L . 3 8 8 - 1 3 7 , P G . 3 5 P. R . T . C . T . TEXAS POWER AND LIGHT COMPANY EASEMENT VOL. 1304, PG. 622, D.R.T.C.T. (UNDEFINED WIDTH) (246.08') PUBLIC UTILITY EASEMENT TO: CITY OF SOUTHLAKE INST.# D204181760 O.P.R.T.C.T. PUBLIC UTILITY EASEMENT TO: CITY OF SOUTHLAKE INST.# D204181760 O.P.R.T.C.T. 6" HACKBERRY 15" OAK 10" WALNUT 20" CATALPA14" CATALPA 20" CHINABERRY 11" PECAN 9" HACKBERRY 12" OAK 11" OAK 22" OAK 15" OAK 12" OAK 13" OAK 20" OAK 17" OAK 6" HACKBERRY 6" OAK 17" OAK 17" OAK 13" OAK24" OAK 6" HACKBERRY 5" HACKBERRY FH CLEANOUT COORDINATE TIE-IN WITH MEP PLANS 4" PVC SAN. @ MIN. 2% SLOPE EXIST. SANITARY SEWER M.H. RIM = 657.60 EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT NEW 2" (SEE MEP) EXIST 2" WATER EX I S T 2 " W A T E R LOCATION OF EXISTING WATER IS APPROXIMATED EXIST. 4" SEWER W W W TIE TO EXIST. 4" 100.00' EXIST 6" WATER SANITARY SEWER NOTE C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: DATE: RE V I S I O N S DA T E Th i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . ( A d a m s ) a s a n i n s t r u m e n t o f se r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y th e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r in s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o l d ha r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Copyright 2018, Adams 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 Co p y r i g h t 2 0 1 9 , A d a m s 9/17/2018 N . C A R R O L L P R O P E R T I E S , L L C O F F I C E E X P A N S I O N SO U T H L A K E , T E X A S TBPE Registration #: F-1002 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION No. 86184, ON 03/21/19 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES LEGEND PROPOSED SANITARY SEWER EXISTING SANITARY SEWER PROPOSED WATER EXISTING FIRE HYDRANT PROPOSED CLEANOUT PR E L I M I N A R Y U T I L I T Y P L A N C5.0 GRA                     FI L E N A M E : C 5 . 0 P R E L I M I N A R Y U T I L I T Y P L A N . d w g PL O T T E D B Y : M i k e P e t e r s o n PL O T T E D O N : T h u r s d a y , M a r c h 2 1 , 2 0 1 9 PL O T T E D A T : 8 : 4 7 : 4 6 A M PL O T T E D W I T H : P D F - X C h a n g e F o r A c r o P l o t P r o . p c 3 FU L L P A T H : I : \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 9 6 L a n d m a r k O f f i c e C o m p l e x - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n I : \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 9 6 L a n d m a r k O f f i c e C o m p l e x - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n \ C 5 . 0 P R E L I M I N A R Y U T I L I T Y P L A N   2017-196 DWL MP W FH CASE NO: ZA18-0028 PRELIMINARY FOR REVIEW PURPOSES ONLY NTS SITE MAP PROJECT LOCATION GRAPHIC SCALE FEET04020 1"=20' CIVIL ENGINEER ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: G. ROBERT ADAMS, P.E. PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM OWNER/DEVELOPER/APPLICANT N. CARROLL 114 PROPERTIES, LLC 756 N. CARROLL AVE. SOUTHLAKE, TX 76092 CONTACT: CHRIS LOTT PHONE: 817-424-0888 EMAIL: CLOTT@LGCINC.COM ARCHITECT DANIELS & LOVELADY ARCHITECTURE 669 AIRPORT FREEWAY, SUITE 101 HURST, TX 76053 CONTACT: BRENT E. LOVELADY, AIA PHONE: 817-510-6730 EMAIL: BRENT@DLARCHITECTURE.NET LOT 15 LAKE WOOD ACRES AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-137, PAGE 33, PLAT RECORDS, TARRANT COUNTY, TX SURVEYOR JPH LAND SURVEYING, INC. 807 BLUEBONNET DRIVE, SUITE C KELLER, TEXAS 76248 CONTACT: ROBERT W. BRYAN, R.P.L.S. PHONE: 817-431-4971 EMAIL: ROBERTB@JPHLS.COM LANDSCAPE ARCHITECT LEEMING DESIGN GROUP LANDSCAPE ARCHITECTS 4913 RUFE SNOW DRIVE, SUITE 101-B NORTH RICHLAND HILLS, TX 76180 CONTACT: BILL LEEMING PHONE: (817) 577-0889 EMAIL: LEEMINGDESIGNGROUPSBCGLOBAL.NET PRIVATE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT AND MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO BURIAL. PLANS 13 WILDWOOD LAKE WOOD B R E N T W O O D CA R R O L L N O R T H W E S T P K W Y SA N J U A N 114 DI A M O N D GUY UP/UG UP/UG UP GUYGUY UP UP UP LAKE WOOD DRIVE VOL.388-137, PG. 33 P.R.T.C.T. (50' RIGHT OF WAY) 5/8" REBAR 1/2" REBAR GRAHAM&ASSOC JPH CONTROL CRS 10003 660.97' TBM MNS 660.04' JPH CONTROL MNS 10005 659.20' 1/2" REBAR G R A H A M & A S S O C TELE UV TELE TELE TELE UV EL E C EL E C EM TR UC SEPTIC LIDSEPTIC LIDSEPTIC LID RDWINDOWWINDOWWINDOWWINDOWRDWINDOWWINDOWWINDOWWINDOW EAVE EAVEGI TOP=659.9'GI T O P = 6 6 0 . 4 ' WINDOW WINDOW DOOR DOOR RD GI T O P = 6 6 0 . 7 ' RD660.3' 660.8' 660.7' 660.7' 660.8' WINDOW WINDOWDOOR DOOR660.8' 660.7'DOOR DOOR WINDOW WINDOW 660.8' RD GI T O P = 6 6 0 . 8 ' 660.8'DOOR DOOR660.8'GM WINDOW WINDOW RD660.8' EAVE 659.7' 660.1'660.3'UCEM GASGAS TEST STATION MB GAS 660.20'659.78' 659.81'660.21' 659.88' 659.89' 659.92' 659.89' 660.05' 660.06' 660.09' 660.12' 660.20' 660.23' 660.23' 660.22' 660.28' 660.28' 660.34' 660.37' 660.42' 660.43' 660.60'660.49' 660.50'660.61'660.72'660.51' 660.49'660.72' 660.44' 660.42' 660.34' 660.32' 660.25' 660.22' 660.14' 660.12' 660.05' 660.03' 659.95' 659.92' 659.85' 659.83' 659.76' 659.74' 659.66' 659.65' 659.88'659.57' 659.54'659.86' 659.61'659.41' 660.36' 660.53' 660.74' 660.59' 660.50' 660.8'661.1'660.9' 659.81' 660.27' LP 661.8' 659.9' 659.3' 659.4' 659.0' 658.7' 659.2' 659.2' 658.8' 659.1' 658.5' 658.7' 658.4' 660.4' 660.0' 658.2' 658.3' 658.1' 658.2' 659.3' 660.38' 659.85' 659.78' 660.79' 660.34' RIM=659.2' 661.4' 662.0' 659.7' 661.0' 662.1' 662.3'661.4' 662.5' BUILDING CORNER 660.71'GATE GATE661.0' 661.1'660.9' WM WM 30MPH 662.8' 662.7'662.2' 661.4' 661.80'661.35'661.37'660.95'660.68'661.11' GAS 660.39'660.82'660.14'660.62'GASGAS TEST STATION GA S GAS 659.98'660.38'659.31'660.07'659.90'659.15'659.20'659.69'659.34'658.84' 658.52'658.96' 658.05'658.56' 658.33'657.75' 657.66'658.22' 658.24'657.72' 657.84'658.32' 658.12'658.58'LANDSCAPE LIGHT SIGN SIGN LANDSCAPE LIGHT SIGN 659.4' 659.8'660.2'660.9'661.3' 660.68' 660.40'659.79'659.10' 658.94'658.97' 658.82' RDWINDOWWINDOWWINDOWWINDOWRDWINDOWWINDOWWINDOWWINDOW 659.96' 660.7' 659.45' GPMBMB BUILDING CORNER BUILDING CORNER JPH CONTROL MNS 10459 659.30' JPH CONTROL 60D 10460 659.11' CHECK SHOT 658.96' 659.24'659.48' 659.51'659.25' 659.50' 659.50' 659.51' 659.53' 659.51' 659.50' 659.49' 659.50' 659.49' 659.50' 659.54' 659.54' 659.56' 659.56' 659.55' 659.56' 659.66' 659.64' 659.30'659.64' 659.63'659.26' 659.02'658.99' 658.98' MB 657.35'656.89' 656.51'657.25' IN L E T 657.30'656.54' RIM=657.6' 656.72'657.23' BUILDING CORNER EAVE BUILDING CORNER EAVE BUILDING CORNER EAVE BUILDING CORNER 659.46' 659.76' 660.4' WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW 660.7'RDWINDOWWINDOW660.7'DOORDOOR660.8' 659.88' GI T O P = 6 6 0 . 3 ' 660.02' 660.4' GI T O P = 6 6 0 . 3 ' 659.58'660.00' RIM=657.4' RIM=657.6'10569 RIM=660.0'CHECK SHOT 658.95'659.01' 659.13' 659.70' 657.34'656.88' 30 M P H 657.19'657.63' WATERFH RI M = 6 5 9 . 1 ' RI M = 6 5 9 . 0 ' SE W E R 657.70'657.20' 657.80'657.36' 657.43'657.88' 658.33'657.83' 658.25'658.66'658.80'658.51'658.88'658.91' 660.7' 660.8' 660.7' 660.6' EAVE TE L E SE W E R WINDOW WINDOW DOOR DOOR JPH CONTROL X 10647 659.52' 661.2' FINISHED FLOOR 661.2' FINISHED FLOOR WINDOW WINDOW 660.5'660.5' 661.1' FINISHED FLOOR WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW RDWINDOWWINDOWDOORDOOR WINDOW WINDOW RD BUILDING CORNER EAVE CHECK SHOT / / / / / / // // // // // 200 201 202 1/2" REBAR GRAHAM&ASSOC CITY OF SOUTHLAKE INST.# D204181759 O.P.R.T.C.T. LOT 15 LAKE WOOD ACRES VOL. 388-137, PG. 33 P.R.T.C.T. 1.364 ACRES 59,419 SQUARE FEET (L = 48.75') 47 . 3 ' 62.6' 68 . 6 ' CINDER BLOCK MARQUEE SIGN DUMPSTER ENCLOSURE BRICK WALL EAVE EA V E EA V E EA V E EAVE WI N D O W WI N D O W WI N D O W WI N D O W WI N D O W WI N D O W WI N D O W WI N D O W WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WI N D O W WI N D O W CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E STRIPING STRIPING FIRELANE STRIPING FIRELANE STRIPING FI R E L A N E S T R I P I N G FI R E L A N E S T R I P I N G FIRELANE STRIPING FIRELANE STRIPING FI R E L A N E S T R I P I N G FI R E L A N E S T R I P I N G LOT 1 CARROLL OAKS ADDITION VOL. 388-199, PG. 97 P.R.T.C.T. 17 ' R I G H T - O F - W A Y D E D I C A T I O N T O : TH E C I T Y O F S O U T H L A K E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 15' BUILDING L I N E VOL. 388-199, P G . 9 7 P.R.T.C.T. 25 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 30 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 12' UTILITY E A S E M E N T VOL. 388-199, P G . 9 7 P.R.T.C.T. 20 ' U T I L I T Y E A S E M E N T VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 7.5' UTILITY E A S E M E N T VOL. 388-137, P G . 3 3 P.R.T.C.T. 15 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 3 7 , P G . 3 3 P. R . T . C . T . 30' BUILDING LINE VOL. 388-137, PG. 33 P.R.T.C.T. (2 5 9 . 5 2 ' ) CONCRETE BRICK BRICK LOT 14 LAKE WOOD ACRES VOL. 388-137, PG. 33 P.R.T.C.T. N. C A R R O L L L A V E N U E ( P O S T E D ) (C A R R O L L S C H O O L R O A D - P E R P L A T ) (7 0 ' R I G H T O F W A Y ) AS S H O W N O N VO L . 38 8 - 1 3 7 , P G . 3 3 P. R . T . C . T . CRS CRS DO O R DOOR DOOR DOOR DOOR DO O R DOOR DOOR BUILDING 6,589 EXTERIOR SQUARE FEET CONCRETE CONCRETE CONCRETE CONCRETE NATURAL GROUND NATURAL GROUND NATURAL GROUND NATURAL GROUND CONCRETE CURB AND GUTTER (TYPICA L ) NATURAL GR O U N D 0. 2 ' N. C A R R O L L 1 1 4 PR O P E R T I E S L L C IN S T . # D 2 0 3 1 7 2 8 4 7 O. P . R . T . C . T . ASPHALT CO N C R E T E N0 0 ° 1 5 ' 5 0 " E 2 5 9 . 0 9 ' L=49.28', R=892.83' D=003°09'45" N89°50'24"W~49.27'S88°34'44"W 171.47' S45 ° 0 8 ' 2 5 " W 3 4 . 4 7 ' S0 0 ° 0 7 ' 2 1 " W 2 0 3 . 9 2 ' S83°45'16"E 2 4 5 . 8 3 ' 60 . 1 ' 10.1' 30 . 0 ' 59.9' 11 9 . 9 ' 60.0' 29 . 9 ' 10.1' S0 0 ° 1 5 ' 5 0 " W 5 0 . 0 0 ' 66 0 66 1 6 6 2 6 6 2 6 6 1 6 6 0 659 659 659 66 0 659 LOT 1 LAKE WOOD ACRES VOL. 388-137, PG. 35 P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-137, PG. 35 P.R.T.C.T. 7. 5 ' U T I L I T Y E A S E M E N T VO L . 3 8 8 - 1 3 7 , P G . 3 5 P. R . T . C . T . TEXAS POWER AND LIGHT COMPANY EASEMENT VOL. 1304, PG. 622, D.R.T.C.T. (UNDEFINED WIDTH) (246.08') STRIPING PUBLIC UTILITY EASEMENT TO: CITY OF SOUTHLAKE INST.# D204181760 O.P.R.T.C.T. PUBLIC UTILITY EASEMENT TO: CITY OF SOUTHLAKE INST.# D204181760 O.P.R.T.C.T. 6" HACKBERRY 21" OAK 15" OAK 10" WALNUT 20" CATALPA14" CATALPA 20" CHINABERRY 11" PECAN 9" HACKBERRY 11" UNKN 12" OAK 11" OAK 22" OAK 15" OAK 12" OAK 13" OAK 11" OAK 20" OAK 9" MAGNOLIA 17" OAK 5" BOISDEARC 6" HACKBERRY 6" OAK 17" OAK 17" OAK 13" OAK24" OAK 6" HACKBERRY 5" HACKBERRY 659 660 65 9 658 A-1 0.787 A-2 0.322 A-3 0.255 C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: DATE: RE V I S I O N S DA T E Th i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . ( A d a m s ) a s a n i n s t r u m e n t o f se r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y th e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r in s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o l d ha r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Copyright 2018, Adams 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 Co p y r i g h t 2 0 1 9 , A d a m s 9/17/2018 N . C A R R O L L P R O P E R T I E S , L L C O F F I C E E X P A N S I O N SO U T H L A K E , T E X A S TBPE Registration #: F-1002 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION No. 86184, ON 03/20/19 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. Know what's below. before you dig.Call R PR E - D E V E L O P E D DR A I N A G E A R E A M A P C6.0 GRA                     FI L E N A M E : C 6 . 0 P R E - D E V E L O P E D D R A I N A G E A R E A M A P . d w g PL O T T E D B Y : M i k e P e t e r s o n PL O T T E D O N : W e d n e s d a y , M a r c h 2 0 , 2 0 1 9 PL O T T E D A T : 2 : 0 7 : 5 7 P M PL O T T E D W I T H : P D F - X C h a n g e F o r A c r o P l o t P r o . p c 3 FU L L P A T H : I : \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 9 6 L a n d m a r k O f f i c e C o m p l e x - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n I : \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 9 6 L a n d m a r k O f f i c e C o m p l e x - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n \ C 6 . 0 P R E - D E V E L O P E D D R A I N A G E A R E A M A P   2017-196 DWL MP PRELIMINARY FOR REVIEW PURPOSES ONLY CASE NO: ZA18-0028 NTS SITE MAP GRAPHIC SCALE FEET04020 1"=20' LEGEND ACRES BASIN NAME DRAINAGE BASIN DRAINAGE AREA EXISTING FLOW ARROW DA-00 1.00 LOT 15 LAKE WOOD ACRES AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-137, PAGE 33, PLAT RECORDS, TARRANT COUNTY, TX PROJECT LOCATION CIVIL ENGINEER ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: ROBERT ADAMS, P.E. PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM OWNER/DEVELOPER/APPLICANT N. CARROLL 114 PROPERTIES, LLC 756 N. CARROLL AVE. SOUTHLAKE, TX 76092 CONTACT: CHRIS LOTT PHONE: 817-424-0888 EMAIL: CLOTT@LGCINC.COM ARCHITECT DANIELS & LOVELADY ARCHITECTURE 669 AIRPORT FREEWAY, SUITE 101 HURST, TX 76053 CONTACT: BRENT E. LOVELADY, AIA PHONE: 817-510-6730 EMAIL: BRENT@DLARCHITECTURE.NET SURVEYOR JPH LAND SURVEYING, INC. 807 BLUEBONNET DRIVE, SUITE C KELLER, TEXAS 76248 CONTACT: ROBERT W. BRYAN, R.P.L.S. PHONE: 817-431-4971 EMAIL: ROBERTB@JPHLS.COM LANDSCAPE ARCHITECT LEEMING DESIGN GROUP LANDSCAPE ARCHITECTS 4913 RUFE SNOW DRIVE, SUITE 101-B NORTH RICHLAND HILLS, TX 76180 CONTACT: BILL LEEMING PHONE: (817) 577-0889 EMAIL: LEEMINGDESIGNGROUP@SBCGLOBAL.NET PLANS 14 WILDWOOD LAKE WOOD B R E N T W O O D CA R R O L L N O R T H W E S T P K W Y SA N J U A N 114 DI A M O N D GUY UP/UG UP/UG UP GUYGUY UP UP UP LAKE WOOD DRIVE VOL.388-137, PG. 33 P.R.T.C.T. (50' RIGHT OF WAY) UV UV EM TR UC SEPTIC LIDSEPTIC LIDSEPTIC LID RDRD GI TOP=659.9' RD GM RD UCEM GASGAS TEST STATION MB LP RIM=659.2' GASGAS TEST STATION LANDSCAPE LIGHT LANDSCAPE LIGHT RDRD MB IN L E T RIM=657.6' RD GI T O P = 6 6 0 . 3 ' GI T O P = 6 6 0 . 3 ' RIM=657.4' RIM=657.6' RIM=660.0' 30 M P H FH RI M = 6 5 9 . 1 ' RI M = 6 5 9 . 0 ' RD RD CITY OF SOUTHLAKE INST.# D204181759 O.P.R.T.C.T. LOT 15 LAKE WOOD ACRES VOL. 388-137, PG. 33 P.R.T.C.T. 1.364 ACRES 59,419 SQUARE FEET (L = 48.75') LOT 1 CARROLL OAKS ADDITION VOL. 388-199, PG. 97 P.R.T.C.T. 17 ' R I G H T - O F - W A Y D E D I C A T I O N T O : TH E C I T Y O F S O U T H L A K E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 15' BUILDING L I N E VOL. 388-199, P G . 9 7 P.R.T.C.T. 25 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 30 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 12' UTILITY E A S E M E N T VOL. 388-199, P G . 9 7 P.R.T.C.T. 20 ' U T I L I T Y E A S E M E N T VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . 7.5' UTILITY E A S E M E N T VOL. 388-137, P G . 3 3 P.R.T.C.T. 15 ' B U I L D I N G L I N E VO L . 3 8 8 - 1 3 7 , P G . 3 3 P. R . T . C . T . 30' BUILDING LINE VOL. 388-137, PG. 33 P.R.T.C.T. (2 5 9 . 5 2 ' ) CONCRETE LOT 14 LAKE WOOD ACRES VOL. 388-137, PG. 33 P.R.T.C.T. N. C A R R O L L L A V E N U E ( P O S T E D ) (C A R R O L L S C H O O L R O A D - P E R P L A T ) (7 0 ' R I G H T O F W A Y ) AS S H O W N O N VO L . 38 8 - 1 3 7 , P G . 3 3 P. R . T . C . T . BUILDING 6,589 EXTERIOR SQUARE FEET NATURAL GROUND NATURAL GROUND NATURAL GROUND NATURAL GROUND CONCRETE CURB AND GUTTER (TYPICA L ) NATURAL GR O U N D 0. 2 ' N. C A R R O L L 1 1 4 PR O P E R T I E S L L C IN S T . # D 2 0 3 1 7 2 8 4 7 O. P . R . T . C . T . ASPHALT CO N C R E T E 66 0 661 6 6 2 6 6 2 6 6 1 66 0 659 659 659 6 6 0 65 9 LOT 1 LAKE WOOD ACRES VOL. 388-137, PG. 35 P.R.T.C.T. 7.5' UTILITY EASEMENT VOL. 388-137, PG. 35 P.R.T.C.T. 7. 5 ' U T I L I T Y E A S E M E N T VO L . 3 8 8 - 1 3 7 , P G . 3 5 P. R . T . C . T . TEXAS POWER AND LIGHT COMPANY EASEMENT VOL. 1304, PG. 622, D.R.T.C.T. (UNDEFINED WIDTH) (246.08') PUBLIC UTILITY EASEMENT TO: CITY OF SOUTHLAKE INST.# D204181760 O.P.R.T.C.T. PUBLIC UTILITY EASEMENT TO: CITY OF SOUTHLAKE INST.# D204181760 O.P.R.T.C.T. 6" HACKBERRY 15" OAK 10" WALNUT 20" CATALPA14" CATALPA 20" CHINABERRY 11" PECAN 9" HACKBERRY 12" OAK 11" OAK 22" OAK 15" OAK 12" OAK 13" OAK 20" OAK 17" OAK 6" HACKBERRY 6" OAK 17" OAK 17" OAK 13" OAK24" OAK 6" HACKBERRY 5" HACKBERRY 659 660 6 5 9 658 FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE V A N EX. CURB INLET EX. CURB INLET DA-1 0.9190 DA-2 0.4450 C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: DATE: RE V I S I O N S DA T E Th i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . ( A d a m s ) a s a n i n s t r u m e n t o f se r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y th e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r in s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o l d ha r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Copyright 2018, Adams 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 Co p y r i g h t 2 0 1 9 , A d a m s 9/17/2018 N . C A R R O L L P R O P E R T I E S , L L C O F F I C E E X P A N S I O N SO U T H L A K E , T E X A S TBPE Registration #: F-1002 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION No. 86184, ON 03/21/19 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES PO S T - D E V E L O P E D D R A I N A G E AR E A M A P C6.1  GRA                     FI L E N A M E : C 6 . 1 P O S T - D E V E L O P E D D R A I N A G E A R E A M A P . d w g PL O T T E D B Y : M i k e P e t e r s o n PL O T T E D O N : T h u r s d a y , M a r c h 2 1 , 2 0 1 9 PL O T T E D A T : 8 : 4 9 : 0 3 A M PL O T T E D W I T H : P D F - X C h a n g e F o r A c r o P l o t P r o . p c 3 FU L L P A T H : I : \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 9 6 L a n d m a r k O f f i c e C o m p l e x - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n I : \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 9 6 L a n d m a r k O f f i c e C o m p l e x - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n \ C 6 . 1 P O S T - D E V E L O P E D D R A I N A G E A R E A M A P   2017-196 DWL MP PRELIMINARY FOR REVIEW PURPOSES ONLY NTS SITE MAP CASE NO: ZA18-0028 GRAPHIC SCALE FEET04020 1"=20' LEGEND DA-00 1.00ACRES BASIN NAME DRAINAGE BASIN DRAINAGE AREA PROPOSED FLOW ARROW STORM SEWER PROJECT LOCATION LOT 15 LAKE WOOD ACRES AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-137, PAGE 33, PLAT RECORDS, TARRANT COUNTY, TX CIVIL ENGINEER ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: ROBERT ADAMS, P.E. PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM OWNER/DEVELOPER/APPLICANT N. CARROLL 114 PROPERTIES, LLC 756 N. CARROLL AVE. SOUTHLAKE, TX 76092 CONTACT: CHRIS LOTT PHONE: 817-424-0888 EMAIL: CLOTT@LGCINC.COM ARCHITECT DANIELS & LOVELADY ARCHITECTURE 669 AIRPORT FREEWAY, SUITE 101 HURST, TX 76053 CONTACT: BRENT E. LOVELADY, AIA PHONE: 817-510-6730 EMAIL: BRENT@DLARCHITECTURE.NET SURVEYOR JPH LAND SURVEYING, INC. 807 BLUEBONNET DRIVE, SUITE C KELLER, TEXAS 76248 CONTACT: ROBERT W. BRYAN, R.P.L.S. PHONE: 817-431-4971 EMAIL: ROBERTB@JPHLS.COM LANDSCAPE ARCHITECT LEEMING DESIGN GROUP LANDSCAPE ARCHITECTS 4913 RUFE SNOW DRIVE, SUITE 101-B NORTH RICHLAND HILLS, TX 76180 CONTACT: BILL LEEMING PHONE: (817) 577-0889 EMAIL: LEEMINGDESIGNGROUP@SBCGLOBAL.NET PLANS 15 WILDWOOD LAKE WOOD B R E N T W O O D CA R R O L L N O R T H W E S T P K W Y SA N J U A N 114 DI A M O N D FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE V A N LAKE WOOD DRIVE VOL.388-137, PG. 33 P.R.T.C.T. (50' RIGHT OF WAY) TBM MNS 660.04' UV EM TR UC RDRD GI TOP=659.9' RD GM RD UCEM LP RIM=659.2' LANDSCAPE LIGHT LANDSCAPE LIGHT RDRD IN L E T RD GI T O P = 6 6 0 . 3 ' GI T O P = 6 6 0 . 3 ' RIM=657.4' RIM=660.0' 30 M P H FH RI M = 6 5 9 . 1 ' RI M = 6 5 9 . 0 ' 661.2' FINISHED FLOOR 661.2' FINISHED FLOOR 661.1' FINISHED FLOORRD RD CITY OF SOUTHLAKE INST.# D204181759 O.P.R.T.C.T. LOT 15 LAKE WOOD ACRES VOL. 388-137, PG. 33 P.R.T.C.T. 1.364 ACRES 59,419 SQUARE FEET (L = 48.75') 47 . 3 ' 62.6' 68 . 6 ' EAVE EA V E EA V E EA V E EAVE WI N D O W WI N D O W WI N D O W WI N D O W WI N D O W WI N D O W WI N D O W WI N D O W WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WI N D O W WI N D O W LOT 1 CARROLL OAKS ADDITION VOL. 388-199, PG. 97 P.R.T.C.T. 17 ' R I G H T - O F - W A Y D E D I C A T I O N T O : TH E C I T Y O F S O U T H L A K E VO L . 3 8 8 - 1 9 9 , P G . 9 7 P. R . T . C . T . (2 5 9 . 5 2 ' ) CONCRETE LOT 14 LAKE WOOD ACRES VOL. 388-137, PG. 33 P.R.T.C.T. N. C A R R O L L L A V E N U E ( P O S T E D ) (C A R R O L L S C H O O L R O A D - P E R P L A T ) (7 0 ' R I G H T O F W A Y ) AS S H O W N O N VO L . 38 8 - 1 3 7 , P G . 3 3 P. R . T . C . T . DO O R DOOR DOOR DOOR DOOR DO O R DOOR DOOR BUILDING 6,589 EXTERIOR SQUARE FEET NATURAL GROUND NATURAL GROUND NATURAL GROUND NATURAL GROUND CONCRETE CURB AND GUTTER (TYPICAL ) NATURAL GR O U N D 0. 2 ' N. C A R R O L L 1 1 4 PR O P E R T I E S L L C IN S T . # D 2 0 3 1 7 2 8 4 7 O. P . R . T . C . T . ASPHALT CO N C R E T E 66 0 661 6 6 2 6 6 2 6 6 1 66 0 659 659 659 6 6 0 65 9 LOT 1 LAKE WOOD ACRES VOL. 388-137, PG. 35 P.R.T.C.T. (246.08') 6" HACKBERRY 15" OAK 10" WALNUT 20" CATALPA14" CATALPA 20" CHINABERRY 11" PECAN 9" HACKBERRY 12" OAK 11" OAK 22" OAK 15" OAK 12" OAK 13" OAK 20" OAK 17" OAK 6" HACKBERRY 6" OAK 17" OAK 17" OAK 13" OAK24" OAK 6" HACKBERRY 5" HACKBERRY 659 660 6 5 9 658 FH 12" HDPE PRIVATE STORM LINE EX I S T . 2 4 " Q1 0 = 2 4 . 4 4 C F S 5' CURB INLET TI = 659.9 12" FL = 655.0 GRATE INLET 38 ' x 1 8 " EXIST. 21" RCP EXIST. 18" RCP LI N E B LAT-12 EXIST. 18" RCP EXIST. 27" RCP 4 0 ' EXIST. 10' CURB INLET NO. 12 W/ OPEN BACK Q = 21.20 (D.A. 18,21,22) TOP = 657.40 18" FL = 653.40 15'x33' U.G. DETENTION FL = 653.8 W.S.100-YR = 656.5 DETENTION DISCHARGE TIE TO BACK OF INLET PROP. FL = 654.0 LEGEND PROPOSED CURB INLET UNDERGROUND DETENTION AREA 495 SF. SURFACE FLOW DIRECTION FL FLOWLINE TI TOP OF INLET TC TOP OF PAVEMENT TP TOP OF CURB C DRAWN BY: SHEET: JOB NUMBER: CHECKED BY: DESIGNED BY: DATE: RE V I S I O N S DA T E Th i s d r a w i n g w a s p r e p a r e d b y A d a m s C o n s u l t i n g E n g i n e e r s , I n c . ( A d a m s ) a s a n i n s t r u m e n t o f se r v i c e , a n d s h a l l r e m a i n t h e p r o p e r t y o f A d a m s . T h e i n f o r m a t i o n h e r e o n s h a l l b e u s e d o n l y b y th e c l i e n t t o w h o m t h e s e r v i c e s a r e r e n d e r e d a n d o n l y f o r t h e p u r p o s e o f c o n s t r u c t i n g o r in s t a l l i n g t h e w o r k a s s h o w n a t t h e d e s i g n a t e d l o c a t i o n a n d s i t e . A n y o t h e r u s e , i n c l u d i n g (w i t h o u t l i m i t a t i o n ) a n y r e p r o d u c t i o n o r a l t e r a t i o n , i s s t r i c t l y p r o h i b i t e d , a n d t h e u s e r s h a l l h o l d ha r m l e s s a n d i n d e m n i f y A d a m s f r o m a l l l i a b i l i t i e s w h i c h m a y a r i s e f r o m s u c h u n a u t h o r i z e d u s e . C Copyright 2018, Adams 89 5 1 C y p r e s s W a t e r s B l v d , S t e . 1 5 0 ■ D a l l a s , T e x a s 7 5 0 1 9 ■ ( 8 1 7 ) 3 2 8 - 3 2 0 0 Co p y r i g h t 2 0 1 9 , A d a m s 9/17/2018 N . C A R R O L L P R O P E R T I E S , L L C O F F I C E E X P A N S I O N SO U T H L A K E , T E X A S TBPE Registration #: F-1002 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF G. ROBERT ADAMS, P.E. REGISTRATION No. 86184, ON 03/21/19 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES CASE NO: ZA18-0028 PRELIMINARY FOR REVIEW PURPOSES ONLY NTS SITE MAP PROJECT LOCATION GRAPHIC SCALE FEET04020 1"=20' LOT 15 LAKE WOOD ACRES AN ADDITION TO THE CITY OF SOUTHLAKE, ACCORDING TO THE PLAT RECORDED IN VOLUME 388-137, PAGE 33, PLAT RECORDS, TARRANT COUNTY, TX CIVIL ENGINEER ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATER BLVD. SUITE 150 DALLAS, TX 75019 CONTACT: G. ROBERT ADAMS, P.E. PHONE: (817) 328-3200 EMAIL: ROB.ADAMS@ADAMS-ENGINEERING.COM OWNER/DEVELOPER/APPLICANT N. CARROLL 114 PROPERTIES, LLC 756 N. CARROLL AVE. SOUTHLAKE, TX 76092 CONTACT: CHRIS LOTT PHONE: 817-424-0888 EMAIL: CLOTT@LGCINC.COM ARCHITECT DANIELS & LOVELADY ARCHITECTURE 669 AIRPORT FREEWAY, SUITE 101 HURST, TX 76053 CONTACT: BRENT E. LOVELADY, AIA PHONE: 817-510-6730 EMAIL: BRENT@DLARCHITECTURE.NET SURVEYOR JPH LAND SURVEYING, INC. 807 BLUEBONNET DRIVE, SUITE C KELLER, TEXAS 76248 CONTACT: ROBERT W. BRYAN, R.P.L.S. PHONE: 817-431-4971 EMAIL: ROBERTB@JPHLS.COM LANDSCAPE ARCHITECT LEEMING DESIGN GROUP LANDSCAPE ARCHITECTS 4913 RUFE SNOW DRIVE, SUITE 101-B NORTH RICHLAND HILLS, TX 76180 CONTACT: BILL LEEMING PHONE: (817) 577-0889 EMAIL: LEEMINGDESIGNGROUPSBCGLOBAL.NET DR A I N A G E P L A N    C6.2 GRA                     FI L E N A M E : C 6 . 2 D R A I N A G E P L A N . d w g PL O T T E D B Y : M i k e P e t e r s o n PL O T T E D O N : T h u r s d a y , M a r c h 2 1 , 2 0 1 9 PL O T T E D A T : 8 : 5 0 : 0 9 A M PL O T T E D W I T H : P D F - X C h a n g e F o r A c r o P l o t P r o . p c 3 FU L L P A T H : I : \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 9 6 L a n d m a r k O f f i c e C o m p l e x - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n I : \ P r o j e c t s \ 2 0 1 7 \ 2 0 1 7 . 1 9 6 L a n d m a r k O f f i c e C o m p l e x - S o u t h l a k e , T X \ D r a w i n g s \ 0 3 - P r o d u c t i o n \ C 6 . 2 D R A I N A G E P L A N GRA 2017-196 DWL SH RECORD DRAINAGE SYSTEM FROM: CITY OF SOUTHLAKE NORTH CARROLL AVE. PAVING AND DRAINAGE RECORD DRAWINGS 11/15/2006. DRAINAGE AREA MAP NOTE PLANS 16 PLANS 1 7 PLANS 1 8 FH ( A R T E R I A L - 1 0 0 ' R I G H T O F W A Y ) 7 .5 ' U T I L I T Y E A S E M E N T CI T Y O F S O U T H L A K E IN S T . # D 2 0 4 1 8 1 7 5 9 O. P . R . T . C . T . 1 0 ' B U F F E R Y A R D & M O N U M E N T S I G N S E T B A C K (L O C A L S T R E E T - 5 0 ' R I G H T O F W A Y ) LA K E W O O D D R I V E N C A R R O L L A V E N U E 1 5 ' B U I L D I N G L I N E 3 0 ' B U I L D I N G L I N E 1 0 ' T Y P E " F 1 " B U F F E R Y A R D 2 5 ' B U I L D I N G L I N E 5 ' T Y P E "A " B U F F E R Y A R D 1 0 ' T Y P E "B " B U F F E R Y A R D & M O N U M E N T S I G N S E T B A C K LO T 1 4 LA K E W O O D A C R E S ZO N I N G : S F 1 A LO T 1 CA R R O L L O A K S A D D I T I O N ZO N I N G : C 2 3 0 ' B U I L D I N G L I N E 1 8 0 ' (;) T O N E X T D R I V E A P P R O A C H E X I S T I N G O N E S T O R Y B U I L D I N G 6 , 6 0 0 S . F . P R O P O S E D O N E S T O R Y A D D I T I O N 4 , 5 9 2 S . F . V A R I A B L E P U B L I C U T I L I T Y E A S E M E N T FH H EX I S T . T R E E S T O R E M A I N ( T Y P . ) NE W M O N U M E N T S I G N NE W 8 ' B O A R D - O N - BO A R D W O O D F E N C E PR O P . E NT R Y AD D ' N 47 5 S . F . E XI S T . 6 ' W O O D F E N C E NE W 5 ' C O N C R E T E S I D E W A L K 5 0 ' D U M P S T E R S E T B A C K S P R I N K L E R R O O M 8' M A S O N R Y D U M P S T E R E N C L O S U R E ( 1 2 ' x 1 2 ' I N S I D E C L E A R ) 10 ' x 5 0 ' L O A D I N G S P A C E NE W 8 ' C O N C R E T E S I D E W A L K H HVAN FH 6 0 S .F . A D D I T I O N 26 S . F . A D D I T I O N 60 S . F . A D D I T I O N 2 6 S .F . A D D I T I O N FD C 24 ' F I R E L A N E (1 5 0 ' D E A D - E N D ) 1 2 ' 4 0 ' SB MH : 2 0 MH : 2 0 SB SA MH : 2 0 SA MH : 2 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 3 0 . 3 0 . 0 0 . 3 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 3 0 . 4 0 . 3 0 . 3 0 . 2 0 . 1 0 . 1 0 . 2 0 . 2 0 . 2 0 . 3 0 . 3 0 . 2 0 . 3 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 3 0 . 6 0 . 6 0 . 5 0 . 4 0 . 2 0 . 2 0 . 1 0 . 1 0 . 2 0 . 2 0 . 3 0 . 4 0 . 3 0 . 4 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 2 0 . 6 0 . 9 1 . 0 0 . 7 0 . 5 0 . 4 0 . 3 0 . 3 0 . 3 0 . 4 0 . 5 0 . 9 1 . 1 1 . 4 1 . 0 0 . 8 0 . 5 0 . 4 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0. 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 4 0 . 9 1 . 6 1 . 5 1 . 1 0 . 8 0 . 5 0 . 5 0 . 6 0 . 9 1 . 2 1 . 4 1 . 7 2 . 5 2 . 9 2 . 3 1 . 7 1 . 3 1 . 1 0 . 8 0 . 5 0 . 4 0 . 2 0 . 1 0 . 1 0 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