Loading...
PZ Item 11 - PlansSI T E P L A N S U B M I T T A L F O R P A V I N G I M P R O V E M E N T S T O S E R V E : L O N E S O M E D O V E B A P T I S T C H U R C H Site Plan Package To Serve ADAMS PROJECT NO. 2017.162 ENGINEER ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATERS BLVD. DALLAS, TEXAS 75012 CONTACT: DENNIS LANG, P.E. PHONE: (817) 328-3200 FAX:(817) 328-3299 OWNER/DEVELOPER EILER CONSTRUCTION 1419 SANDHILL CT. ROANOKE, TX 76262 CONTACT: MIKE EILER PHONE: (214) 538-3676 EMAIL: mike@eilerconstruction.com LONESOME DOVE BAPTIST CHURCH PAVING IMPROVEMENTS September 15, 2017 SURVEYOR JPH Surveying, Inc. 807 BLUEBONNET DRIVE, SUITE C, KELLER, TX CONTACT: ROBERT W. BRYAN, R.P.L.S. PHONE: 817-431-4970 EMAIL: robertb@jphls.com SITE MAP SCALE: NTS THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS LANDSCAPE ARCHITECT ADAMS - ENGINEERING/DEVELOPMENT CONSULTANTS 8951 CYPRESS WATERS BLVD. DALLAS, TEXAS 75019 CONTACT: JAMES R. KINDRED , RLA, ASLA PHONE: (817) 328-3200 FAX:(817) 328-3299 8951 Cypress Waters Bld, Ste 150 ■ Dallas, Texas 75019 ■ (817) 328-3200 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 6 2 L o n e s o m e D o v e B a p t i s t C h u r c h \ 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 6 2 L o n e s o m e D o v e B a p t i s t C h u r c h \ 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 2 : 2 3 : 5 1 P M PL O T T E D O N : T h u r s d a y , S e p t e m b e r 1 4 , 2 0 1 7 PL O T T E D B Y : J a m e s K i n d r e d FI L E N A M E : C 1 . 0 C O V E R S H E E T . d w g for Sheet List Table Sheet Number Sheet Title C1.0 COVER SHEET C1.2 TOPOGRAPHIC SURVEY C2.0 AREA - IMPROVEMENT PLAN C2.1 AREA - SITE, PAVING, GRADING & LANDSCAPE PLAN ZA17-064 T B M M N S E L E V A T I O N = 5 7 5 . 6 1 ' G M W E L L W A T E R G P G P G P C O 2 0 " O A K 1 4 " O A K 1 8 " O A K 1 8 " O A K 1 8 " O A K 2 2 " O A K 1 6 " O A K 24" OAK 3 2 " O A K 1 6 " O A K 1 6 " O A K 3 0 " O A K RD RD FL 18"RCP =572.9' FL 18"RCP =572.9'FL 18" RCP=572.7' FL 18" RCP=572.8' C O N C R E T E CONCR E T E C O N C R E T E E D G E O F C O N C R E T E N A T U R A L G R O U N D LONESOME DOVE ROAD F I R E L A N E S T R I P I N G F I R E L A N E S T R I P I N G S T R I P I N G B U I L D I N G STONE 57 5 575 574 574 575 5 7 6 576 576 576577 575 574 574 5 7 5 C O N C R E T E M O N U M E N T S I G N 573573 S T O N E C O L U M N ( T Y P I C A L ) C O N C R E T E CONCRETE ASPHALT N A T U R A L G R O U N D N A T U R A L G R O U N D N A T U R A L G R O U N D S T R I P I N G S T R I P I N G S T R I P I N G C O N C R E T E C O N C R E T E STRIPING STRIPING JPHLaNdSurveying,In c40'20'Scale: 1" = 20'0 T B M V I C I N I T Y M A P N O T T O S C A L E T O P O G R A P H I C M A P O F A P O R T I O N O F L O N E S O M E D O V E B A P T I S T C H U R C H C I T Y O F S O U T H L A K E T A R R A N T C O U N T Y , T E X A S A D D R E S S : 2 3 8 0 L O N E S O M E D O V E R O A D JPH Job/Drawing No. (see below)2017.009.029 2380 Lonesome Dove, Southlake - TOPO.dwg© 2017 JPH Land Surveying, Inc. - All Rights Reserved807 Bluebonnet Drive, Suite C Keller, Texas 76248Telephone (817) 431-4971 www.jphlandsurveying.comTBPLS Firm #10019500 #10194073 #10193867DFW | Austin | Abilene Drafter: MMRevision: MM | 2017-08-07Revision:Revision:Revision:Revision:Revision:UPUP/UG UV OUWVTR LPWMCOUC IV·356.7'MBornamental tree PE MW air conditionerboreholecable tvelectric meterfence or handrailfire dept. connectionfire hydrantguard railgrease trapbollardgrate inletgas metergas lineutility pole anchorirrigation valvelandscape or tree linelight polemailboxmonitoring welloverhead utility linespool equipmentroad signroof drainsilt fencespot elevationsanitary sewer manholesanitary sewer pipestorm water manholestorm water pipetelephone manholetank fill lidtelephone risertraffic signal poleunknown manholeutility clean oututility cabinetutility vaultutility markings (line color= color of markings)utility poleutility pole with riserutility signwater shutoffwater valvewater manholewater meterwellwater line CATVEMFDCFHGPGIGMGUYone-foot contour linestreediameter in inches atbreast height NOTE - Some items may not pertain to this survey. The identification is subject to interpretation, verification may be required.LEGEND OF SYMBOLSTFLSTSGASWRDSSMHSDMHTMHUMHUTILITY WARNING811 or other similar utility locate requests (DIG-TESS) maybe ignored or result in an incomplete response, in which caseutilities may not have been marked, or not completelymarked, at the time the fieldwork was performed for thissurvey. Therefore, other utilities may exist which are notshown on this survey. With regard to Table A, item 11 *(ifaddressed), source information from plans and markingshave been combined with observed evidence of utilitiespursuant to Section 5.E.iv. to develop a view of theunderground utilities. However, lacking excavation, theexact location of underground features cannot be accurately,completely, and reliably depicted. Where additional or moredetailed information is required, excavation and/or a privateutility locate request may be necessary.CLICKFOR PICS ABCD E F G H I J K L M 458 123ABCD E F G H I J K L M 4 5 6 7 8 1 2 3 S U R V E Y O R ' S N O T E S : 1 . T h e s i t e b e n c h m a r k i s a M a g n a i l w i t h a m e t a l w a s h e r s t a m p e d " J P H L a n d S u r v e y i n g " s e t o n t h e s o u t h s i d e o f a c o n c r e t e m o n u m e n t s i g n l o c a t e d a p p r o x i m a t e l y 2 1 0 f e e t s o u t h o f t h e s o u t h e r n m o s t c o n c r e t e d r i v e e n t r a n c e o f t h e L o n e s o m e D o v e B a p t i s t C h u r c h | E l e v a t i o n = 5 7 5 . 6 1 ' ( N A V D ' 8 8 ) . S e e v i c i n i t y m a p f o r g e n e r a l l o c a t i o n . 2 . T h i s s u r v e y w a s p e r f o r m e d w i t h o u t t h e b e n e f i t o f a c o m m i t m e n t f o r t i t l e i n s u r a n c e . T h e r e f o r e , t h e r e m a y b e e a s e m e n t s o r d o c u m e n t s p e r t a i n i n g t o t h e s u b j e c t t r a c t t h a t a r e n o t s h o w n o r r e f e r e n c e d h e r e o n . 3 . N o b o u n d a r y d a t a w a s c o l l e c t e d i n c r e a t i o n o f t h i s t o p o g r a p h i c m a p a n d s h o u l d n o t b e c o n s t r u e d a s a " b o u n d a r y s u r v e y " i n c o m p l i a n c e w i t h t h e T e x a s B o a r d o f P r o f e s s i o n a l L a n d S u r v e y i n g m i n i m u m s t a n d a r d s o f p r o c e d u r e s f o r b o u n d a r y s u r v e y s . 4 . T h e f i e l d w o r k w a s c o m p l e t e d o n J u l y 1 9 , 2 0 1 7 a n d A u g u s t 0 3 , 2 0 1 7 . LEGEND OF ABBREVIATIONSUnited States Survey FeetTexas Coordinate System of 1983, North Central ZoneNorth American Vertical Datum of 1988 US.SyFt.TxCS,'83,NCZNAVD'88 DATUMS / BEARING BASISSite benchmark (see vicinity map for general location)Mag nail & washer stamped "JPH Land Surveying" setCoordinate values, if shown, are US.SyFt./TxCS,'83,NCZElevations, if shown, are NAVD'88 TBMMNS Z A 1 7 - 0 6 3 TBM MNSELEVATION = 575.61' GM WELL WATER GATEGATE GP GP GP CO 20" OAK 14" OAK 18" OAK18" OAK18" OAK 22" OAK16" OAK 24" OAK 32" OAK 16" OAK 16" OAK 30" OAK RD RD CONCRETE CONCRETE CONCRETE EDGE OF CONCRETE NATURAL GROUND LO N E S O M E D O V E R O A D BUILDING STONE 575 57 5 57 4 57 4 57 5 5 7 6 576 57 6 5 7 6 57 7 57 5 5 7 4 57 4 5 7 5 CONCRETE MONUMENT SIGN 57 3 57 3 STONE COLUMN (TYPICAL) CONCRETE CO N C R E T E AS P H A L T NATURAL GROUND NATURAL GROUND NATURAL GROUND CONCRETE CONCRETE EXISTING TREES TO REMAIN (TYP) INSTALL NEW CONCRETE PAVEMENT INSTALL NEW CONCRETE PAVEMENT INSTALL NEW CONCRETE PAVEMENT EXISTING TREES TO REMAIN (TYP) ENTRY DRIVE LONSOME DOVE BAPTIST CHURCH INSTALL 200 SF NEW PARKING LANDSCAPE E X I S T I N G P A R K I N G E X I S T I N G P A R K I N G GRAPHIC SCALE FEET06030 1:=30' THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. Know what's below.before you dig.Call R RE V I S I O N S DA T E B Y JOB NUMBER: DATE: CHECKED BY: DRAWN BY: DESIGNED BY: 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 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 of 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 co 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 re 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 ar 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 Co p y r i g h t 2 0 1 7 , A d a m s 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 C Copyright 2017, Adams SHEET: SEPTEMBER 05, 2017    L O N E S O M E   D O V E   B A P T I S T   C H U R C H  S O U T H L A K E ,   T E X A S TBPE Registration #: F-1002 AR E A - I M P R O V E M E N T P L A N C2.0 DWL JRK 08 / 2 8 / 2 0 1 7 09 / 0 5 / 2 0 1 7 09 / 1 5 / 2 0 1 7 ## # FI L E N A M E : C 4 . 0 C O N C E P T P L A N . d w g PL O T T E D B Y : J a m e s K i n d r e d PL O T T E D O N : T h u r s d a y , S e p t e m b e r 1 4 , 2 0 1 7 PL O T T E D A T : 1 2 : 3 5 : 0 0 P M JLF PE R C I T Y C O M M E N T PE R C I T Y C O M M E N T PE R C I T Y C O M M E N 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 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 6 2 L o n e s o m e D o v e B a p t i s t C h u r c h \ 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 6 2 L o n e s o m e D o v e B a p t i s t C h u r c h \ D r a w i n g s \ 0 3 - P r o d u c t i o n \ C 4 . 0 C O N C E P T P L A N 2017.162 2017.162 LOCATION MAP - N.T.S. LEGEND PROPOSED EDGE OF CONCRETE PAVEMENT PROPOSED CONCRETE PARKING PAVEMENT ENGINEER/CONSULTANT: ADAMS ENGINEERING 8951 CYPRESS WATERS BLVD. SUITE 150 DALLAS, TEXAS 75019 CONTACT: DENNIS W. LANG, PE PHONE: (817) 328-3200 EMAIL: dennis.lang@adams-engineering.com APPLICANT: EILER CONSTRUCTION 1419 SANDHILL CT. ROANOAKE, TEXAS 76262 CONTACT: MIKE EILER PHONE: (214) 538-3676 EMAIL: mike@eilerconstruction.com OWNER(HANEY TRACT): LONESOME DOVE BAPTIST CHURCH LLC 2380 LONESOME DOVE RD. SOUTHLAKE, TEXAS 76092 CONTACT: JASON STOVER ( Pastor) PHONE: (817) 488-9568 EMAIL: dovechurchpastor@gmail.com ZA17-063 GM 575.94' 576.44' 575.64' 575.53' 575.66'575.67' 575.53' 575.42' 575.28' 575.49' 575.22' 575.29' 575.62'575.74' 575.76'575.68' 575.71'575.77' 575.79' GP GP GP CO 20" OAK 14" OAK 18" OAK 18" OAK 18" OAK 22" OAK 16" OAK 24" OAK 32" OAK 16" OAK 16" OAK 30" OAK BUILDING CORNER EAVE EAVE EAVE 576.75'DOOR576.9' FINISHED FLOORDOOR 576.58'576.62' 576.77' EAVE EAVE EAVE EAVE BUILDING CORNER RD RD577.39'576.95' 576.85'577.27' 577.19'576.74' 577.04'576.60' 576.38'576.84' 576.28'576.31' 576.41' 576.89' FL 1 8 " R C P = 5 7 2 . 9 ' FL 1 8 " R C P = 5 7 2 . 9 ' FL 1 8 " R C P = 5 7 2 . 7 ' FL 1 8 " R C P = 5 7 2 . 8 ' CONCRETE CONCRETE CONCRETE LO N E S O M E D O V E R O A D BUILDING STONE 57 5 57 4 57 4 57 5 5 7 6 576 57 6 5 7 6 57 7 5 7 5 57 3 57 3 CONCRETE CO N C R E T E AS P H A L T NATURAL GROUND NATURAL GROUND 575.44' 576.02' 576.03'575.92' 575.91' 575.92' 575.86' 575.87' CONCRETE 10 9' TYP. 18' TYP. 9' TYP.18' TYP.2 6 9' TYP. 18' TYP. EXISTING TREES TO REMAIN (TYP)STRIPE PARKING SPACES STRIPE PARKING SPACE INSTALL NEW CONCRETE PAVEMENT - MATCH EXIST. GRADE - PROVIDE POSITIVE DRAINAGE 90' 3'R TRANSITION TO EXISTING PAVEMENT (TYP.) 3'R TRANSITION TO EXISTING PAVEMENT (TYP.) EXISTING TREES TO REMAIN (TYP) 18' NEW PARKING LANDSCAPE INSTALL NEW CONCRETE PAVEMENT (REF. DETAIL) MATCH EXIST. PAVEMENT GRADE 5' TP = 576.03 TP = 576.12 MATCH EXIST. MATCH EXIST. MATCH EXIST. MATCH EXIST. MATCH EXIST. MATCH EXIST. MATCH EXIST. TP = 575.36 TP = 575.54 L . O . D . L.O.D. L.O.D. TP = MATCH EXIST. MG SCSC MG TP = MATCH EXIST. INSTALL NEW CONCRETE PAVEMENT - MATCH EXIST. GRADE - PROVIDE POSITIVE DRAINAGE L . O . D . NEW PARKING LANDSCAPE STEEL EDGE , TYP. DECOMPOSED GRANITE (DG), TYP. EXTEND DRIP IRRIGATION INTO LANDSCAPE BEDS. EXTEND DRIP IRRIGATION INTO LANDSCAPE BEDS. 5' 5' LEGEND GRAPHIC SCALE FEET02010 1:=10' THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. Know what's below.before you dig.Call R PROPOSED EDGE OF CONCRETE PAVEMENT PROPOSED CONCRETE PARKING PAVEMENT PROPOSED DECOMPOSE GRANITE PATHWAY PARKING COUNT PROPOSED TOP OF PAVEMENT SPOT GRADES EXISTING FLOW ARROW LIMITS OF DISTURBANCE (L.O.D) 10 RE V I S I O N S DA T E B Y JOB NUMBER: DATE: CHECKED BY: DRAWN BY: DESIGNED BY: 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 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 of 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 co 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 re 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 ar 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 Co p y r i g h t 2 0 1 7 , A d a m s 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 C Copyright 2017, Adams SHEET: SEPTEMBER 05, 2017    L O N E S O M E   D O V E   B A P T I S T   C H U R C H  S O U T H L A K E ,   T E X A S TBPE Registration #: F-1002 C2.1 DWL JRK 08 / 2 8 / 2 0 1 7 09 / 0 5 / 2 0 1 7 09 / 1 5 / 2 0 1 7 ## # FI L E N A M E : C 4 . 1 S I T E _ P A V I N G _ G R A D I N G _ L S P L A N . d w g PL O T T E D B Y : J a m e s K i n d r e d PL O T T E D O N : T h u r s d a y , S e p t e m b e r 1 4 , 2 0 1 7 AR E A - S I T E , P A V I N G , G R A D I N G & LA N D S C A P E P L A N PL O T T E D A T : 1 2 : 3 8 : 0 7 P M DWL PE R C I T Y C O M M E N T PE R C I T Y C O M M E N T PE R C I T Y C O M M E N 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 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 6 2 L o n e s o m e D o v e B a p t i s t C h u r c h \ 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 6 2 L o n e s o m e D o v e B a p t i s t C h u r c h \ D r a w i n g s \ 0 3 - P r o d u c t i o n \ C 4 . 1 S I T E _ P A V I N G _ G R A D I N G _ L S P L A N 2017.162 2017.162 SYM.KEY QTY.COMMON NAME SCIENTIFIC NAME SPREADHEIGHTSIZEROOTO.C.COMMENT Plant Material List City of Southlake Reference Recommended Plant Material List In Accordance to the Current Edition of The American Standard for Nursery Stock 3.0 LANDSCAPE /IRRIGATION REQUIREMENTS 3.4 PARKING LOT LANDSCAPE REQUIREMENTS: The parking lot landscape area requirements shall be as follows based on the percentage of parking located between the building façade and the R.O.W.. Any new parking area added to an existing site shall comply with the requirements herein. Less than 25% = 15 sq. ft. per parking stall Each row of parking stalls shall provide the required landscape area, however, it shall be the applicant's right to place the islands near the buildings, throughout the parking, or at the end of the rows away from the building. The Landscape Administrator may modify the island requirement for each row in situations where it would appear beneficial to combine an awkward or hazardous island into a larger island within the parking area. Planter islands shall have a minimum width of 12' back-to-back if curbed or 13' edge-to-edge if no curb is intended, and shall be equal to the length of the parking stall. Parking lot landscape areas do count towards the total required interior landscape area. a. Existing Trees: The Landscape Administrator may approve variations to the parking lot landscape island requirements in order to preserve existing trees in interior parking areas. For existing trees the minimum width of the parking lot landscape island shall be as follows: Tree Size Min. Island Width Min. Dist. Tree to Curb 6" - 12" DBH = 12' minimum width 4’ Greater than 12" DBH = 18' minimum width 8’ b. Planting Requirements: Each individual parking lot landscape island shall contain a minimum of one (1) canopy tree with the remaining area in shrubs, ground cover, ornamental grasses, or seasonal color. Parking lot landscape islands which have light poles for lighting the parking areas may substitute two (2) understory/accent trees for the required canopy tree. All required landscape areas shall be evenly distributed throughout the entire required parking lot landscape areas. 4.2 EXISTING TREE CREDITS a. Existing Tree Credit Calculation: Existing trees which are saved in landscape areas and have at least 75% of the 'Critical Root Zone' within that area shall be granted credits toward reducing the required plantings as follows: Size of Tree Saved Canopy Understory 6" - 12" DBH = 1 or 2 LANDSCAPE REQUIREMENTS for the City of Southlake, TX LANDSCAPE CALCULATIONS for the City of Southlake, TX REQUIRED PROVIDED New Parking Landscape Per Space 15 SF Per Stall x 13 Stalls = 195 SF Canopy Trees (1 per Island)1 Tree per Parking Landscape Area PARKING (New Added To Existing) 6 Existing Trees 200 SF to Remain TP = 100.00 Refer to Sitework Specifications for all information needed for landscape work. Notify Landscape Architect or designated representative of any layout discrepancies or any condition which may prohibit the installation as shown. Verify and locate all utilities and site lighting conduits before landscape construction begins. Protection of all utilities is the responsibility of the Contractor. All landscape planting areas illustrated shall be graded smooth with three inches (3") of topsoil and three inches (3") of compost applied and consistently blended (tilled) to a depth of nine inches (9") . If adequate or sufficient topsoil is not available on site, the Contractor shall provide topsoil per the specifications and approved by the Owner. To obtain final grade, excavation may be necessary to accept the required depth of topsoil/compost mix with surface dressing or mulch. All beds shall be crowned to anticipate settlement and ensure drainage without disrupting surrounding planned drainage paths. Any areas disturbed for any reason prior to final acceptance of the project shall be corrected by the Contractor at no additional expense to the Owner. Quantities shown on these plans are for reference only. Plant spacing is as indicated in the Plant Material List unless otherwise noted. The Contractor has full responsibility to provide coverage in all planting areas as specified. All trees and shrubs shall be installed per planting details. All plant material shall be maintained in a healthy and growing condition, and must be replaced with similar variety and size if damaged or removed. Container grown plant material is preferred, however ball and burlap material may be substituted as indicated in the plant material list. All planting beds as designated shall be bordered by Owner approved four inch (4") steel edging w/ 3 16" min. thickness unless bed is bordered by concrete. Steel edging adjacent to decomposed granite beds shall have a 14" min. thickness. Terminate edging flush with paved surface with no sharp corners exposed. A four inch (4") dressing of Shredded hardwood mulch over a 4.1 oz, woven polypropylene, needle-punched fabric or equal weed barrier shall be used in all plant beds and around all trees. Single trees or shrubs shall be mulched to the outside edge of the saucer or landscape island (See planting details). Fertilize all plants at the time of planting with 10-10-10 time release fertilizer. All areas of decomposed granite shall be over a 4.1 oz, woven polypropylene, needle-punched fabric or equal weed barrier of locally available material, installed to a compacted depth of three inches (3") to be flush with the top of curb, paved surface, and/or the top of steel edge. LANDSCAPE PROJECT NOTES ENGINEER/CONSULTANT: ADAMS ENGINEERING 8951 CYPRESS WATERS BLVD. SUITE 150 DALLAS, TEXAS 75019 CONTACT: DENNIS W. LANG, PE PHONE: (817) 328-3200 EMAIL: dennis.lang@adams-engineering.com APPLICANT: EILER CONSTRUCTION 1419 SANDHILL CT. ROANOAKE, TEXAS 76262 CONTACT: MIKE EILER PHONE: (214) 538-3676 EMAIL: mike@eilerconstruction.com OWNER(HANEY TRACT): LONESOME DOVE BAPTIST CHURCH LLC 2380 LONESOME DOVE RD. SOUTHLAKE, TEXAS 76092 CONTACT: JASON STOVER ( Pastor) PHONE: (817) 488-9568 EMAIL: dovechurchpastor@gmail.com MAG NAIL & WASHER STAMPED "JPH LAND SURVEYING" SET COORDINATE VALUES, IF SHOWN, ARE US.SyFt./TxCS,'83,NCZ. ELEVATIONS, IF SHOWN, ARE NAVD88. THE SITE BENCHMARK IS SET ON THE SOUTH SIDE OF A CONCRETE MONUMENT SIGN LOCATED APPROXIMATELY 210 FEET SOUTH OF THE SOUTHERNMOST CONCRETE DRIVE ENTRANCE OF THE LONESOME DOVE BAPTIST CHURCH | ELEVATION = 575.61' (NAVD88). SURVEY BENCHMARK NOTE LOCATION MAP - N.T.S. MG Gulf Muhly Grass Muhlenbergia capillaris Cont. 3 gal. 18" min. 18" min.24"Full, Round, Healthy18 SC N/A Cont.4" pots N/A N/ASeasonal Color - Full, Colorful Blooms,144sf Owner-Approved, Healthy DG N/A Cont.N/A N/A N/ADecomposed Granite See Landscape Project Notes -256sf ZA17-063