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Item 6A - PlansX X X X X X X X X X X X X X X X X X X X X X X X S0 ° 5 0 ' 1 1 " W 56 2 . 5 9 ' N88°49'39"W 1035.60' ∆=1°17'05" R=7529.44' L=168.81' CB=S59°28'53"E C=168.81' S6 1 ° 0 8 ' 1 3 " E 21 1 . 7 5 ' N2 4 ° 5 4 ' 0 0 " E 96 . 3 1 ' ∆=47°19'18" R=77.00' L=63.60' CB=N48°33'46"E C=61.80' N 1 4 ° 4 2 ' 1 6 " W 2 1 . 6 3 ' N6 5 ° 0 8 ' 2 5 " W 44. 3 8 ' N24°51'35"E 20.78' N65°08'25"W 15.00'N24°51'35"E 10.00' N6 5 ° 0 8 ' 2 5 " W 54. 7 5 ' N2 4 ° 5 1 ' 3 5 " E 20 7 . 7 0 ' S6 5 ° 0 6 ' 0 0 " E 202 . 0 6 ' S24°54'00"W 19.69' S6 5 ° 0 5 ' 5 9 " E 288 . 7 3 ' N2 4 ° 5 4 ' 0 0 " E 95 . 8 1 ' N 2 0 ° 5 8 ' 1 0 " W 1 9 6 . 1 5 ' ∆=51°23'13" R=120.00' L=107.62' CB=S4°43'26"W C=104.05' N3 0 ° 2 5 ' 0 3 " E 90 . 7 5 ' 36 . 9 ' 36 . 8 ' 26. 0 ' FIR E L A N E 24 . 0 ' FIR E L A N E 26. 0 ' FIR E L A N E 26 . 0 ' FI R E L A N E 2 6 . 0 ' F I R E L A N E 20 . 6 ' 20 . 8 ' 50' B U I L D I N G L I N E BU F F E R Y A R D T Y P E N O T A P P L I C A B L E 15 ' B U I L D I N G L I N E 30' BUILDING LINE 28. 0 ' FIR E L A N E LOT 3R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT D213057720 LOT 2R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT D213057720 FOREST PARK MEDICAL CENTER MULTI LEVEL STUCCO BUILDING LOT 1R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT D213057720 4 STORY STUCCO PARKING GARAGE LOT 1, BLOCK 1 BRIGHTBILL ADDITION VOL. 388-162, PG. 73 P.R.T.C.T. JAMES MILNER AND SPOUSE, MARY J. MILNER INST. NO. D202374749 D.R.T.C.T. LOT 2R, BLOCK 2, REVISED SUMMERPLACE ADDITION VOL. 388-96, PG. 53 P.R.T.C.T. PRIVATE COMMERCIAL CONCRETE DRIVE PRIVATE RESIDENTIAL CONCRETE DRIVE PRIVATE COMMERCIAL GRAVEL DRIVE PRIVATE RESIDENTIAL CONCRETE DRIVE 26 . 0 ' FIR E L A N E 31. 4 ' E HIGHLAND ST S T A T E H I G H W A Y 1 1 4 S E R V I C E R O A D 615 614616 608 61 5 61 3 61 4 61 6 607.00 BW 607.00 BW 617.25 TW 608.00 BW 617.00 EW 608.00 BW 610 612 614 616 617 DETENTION 100 YR WSE = 616.25 608.00 BW 617.00 EW 608.00 BW 617.25 TW 19 7 ' 66' 38 ' 1 8 7 ' 16 ' 6 1 2 613 FEMA 100 YR WSE = 615.72 PROPOSED RETAINING WALL W/ SAFETY RAIL FUTURE SITE PAVING FUTURE BUILDING EXISTING RETAINING WALL TO REMAIN. ZONING: AG AGRICULTURAL L.U.D. = MEDIUM DENSITY RESIDENTIAL ZONING: NR PUD L.U.D. = MIXED USE NORTH OF S.H. 114 ZONING: SP2 GENERALIZED SITE PLAN ZONING: B2 COMMERCIAL MANUFACTURING EXISTING WATER AND SANITARY SEWER EASEMENT EXISTING 10' ONCOR EASEMENT DOC. NO. D212058867 EXISTING 15' DRAINAGE EASEMENT EXISTING OFFSITE 15' SANITARY SEWER EASEMENT EXISTING DETENTION EASEMENT EXISTING DETENTION EASEMENT EXISTING 15' WATER EASEMENT EXISTING 10' ONCOR EASEMENT DOC. NO. D212058867 EXISTING 26' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT EXISTING WATER EASEMENT 2' BETWEEN FIRE LANE, ACCESS & UTILITY EASEMENT AND DRAINAGE EASEMENT EXISTING WATER AND SANITARY SEWER EASEMENT EXISTING WATER AND SANITARY SEWER EASEMENT EXI S T I N G 2 6 ' F I R E LA N E , A C C E S S , DR A I N A G E & U T I L I T Y EA S E M E N T EX I S T I N G 2 6 ' F I R E LA N E , A C C E S S , DR A I N A G E & U T I L I T Y EA S E M E N T EXISTING 15' DRAINAGE EASEMENT 617.25 TW 617.25 TW 617.25 TW 617.25 TW PROPOSED DETENTION EASEMENT PROPOSED 15' DRAINAGE EASEMENT PROPOSED 15' DRAINAGE EASEMENT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . DA T E AS S H O W N SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow. LA S T S A V E D 3/ 2 2 / 2 0 2 1 1 0 : 0 4 A M PL O T T E D B Y LI N D S L E Y , L O G A N 3/ 2 2 / 2 0 2 1 1 0 : 1 1 A M DW G P A T H K: \ D A L _ C i v i l \ 0 6 4 5 6 3 9 0 0 - S o u t h l a k e M e t h o d i s t \ 4 _ D e s i g n \ C A D \ P r e l i m i n a r y E n g i n e e r i n g DW G N A M E C- S I T E - P L A N . d w g IM A G E S XR E F S x T B - 0 6 4 5 6 3 9 0 0 : x V S : x F u t u r e : x s d FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES JEFFREY DOLIAN FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES MAR. 22, 2021 FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES 114926 © 20 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . SU I T E 7 0 0 , D A L L A S , T X 7 5 2 4 0 PH O N E : 9 7 2 - 7 7 0 - 1 3 0 0 F A X : 9 7 2 - 2 3 9 - 3 8 2 0 WW W . K I M L E Y - H O R N . C O M T X F - 9 2 8 13 4 5 5 N O E L R O A D , T W O G A L L E R I A O F F I C E T O W E R JW D SA L JW D 06 4 5 6 3 9 0 0 MA R C H 2 2 , 2 0 2 1 ME T H O D I S T SO U T H L A K E HO S P I T A L TE X A S SO U T H L A K E CA S E N U M B E R : Z A 2 1 - 0 0 1 6 SI T E P L A N C-101 NORTH 0 GRAPHIC SCALE IN FEET 404020 1.UNLESS NOTED OTHERWISE, ALL DRIVEWAYS ARE TO BE CONCRETE PAVEMENT: REFERENCE SHEET A2.00 2.UNLESS NOTED OTHERWISE, ALL DRIVEWAYS ARE TO BE A MINIMUM OF 24'-0" IN WIDTH. 3.UNLESS NOTED OTHERWISE, ALL FIRE LANES ARE TO BE 26'-0" IN WIDTH. GENERAL NOTES X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E OHE OHE UG E U G E U G E U G E U G E U G E S0 ° 5 0 ' 1 1 " W 56 2 . 5 9 ' N88°49'39"W 1035.60' ∆=1°17'05" R=7529.44' L=168.81' CB=S59°28'53"E C=168.81' ∆=47°19'18" R=77.00' L=63.60' CB=N48°33'46"E C=61.80' N 1 4 ° 4 2 ' 1 6 " W 2 1 . 6 3 ' N6 5 ° 0 8 ' 2 5 " W 44. 3 8 ' N24°51'35"E 20.78' N65°08'25"W 15.00' N24°51'35"E 10.00' N6 5 ° 0 8 ' 2 5 " W 54. 7 5 ' N2 4 ° 5 1 ' 3 5 " E 20 7 . 7 0 ' S24°54'00"W 19.69' S6 5 ° 0 5 ' 5 9 " E 288 . 7 3 ' N2 4 ° 5 4 ' 0 0 " E 95 . 8 1 ' N 2 0 ° 5 8 ' 1 0 " W 1 9 6 . 1 5 ' ∆=51°23'13" R=120.00' L=107.62' CB=S4°43'26"W C=104.05' N3 0 ° 2 5 ' 0 3 " E 90 . 7 5 ' E HIGHLAND ST 615 614616 62 5 62 2 62 3 62 4 62 6 6 2 0 6 1 7 6 1 8 6 1 9 6 2 1 FEMA 100 YR WSE = 613.25 TOP OF DETENTION = 617.25 62 0 62 5 6 1 6 6 1 7 61 8 61 9 62 1 62 2 62 3 62 4 61 1 61 2 6 1 3 62 0 6 2 5 61 9 62 1 62 2 62 3 62 4 62 6 62 7 608 61 5 61 3 61 4 61 6 610 612 614 616 617 PROPOSED RETAINING WALL FUTURE SITE PAVING FUTURE BUILDING 6 1 2 6 1 3 6 1 1 6 1 6 6 1 4 19 8 ' 66' 38 ' 1 8 7 ' 16 ' REMOVE AND REPLACE 7" PCC FIRELANE PAVEMENT TO SUPPORT DETENTION REMOVAL. 6 1 5 6 1 4 6 1 5 6 1 6 6 1 2 613 REMOVE AND REPLACE 7" PCC FIRELANE PAVEMENT TO SUPPORT DETENTION REMOVAL. EXISTING RETAINING WALL TO REMAIN. S T A T E H I G H W A Y 1 1 4 61 9 . 1 5 61 9 . 3 0 62 0 . 5 0 61 9 . 5 0 61 8 . 8 0 62 0 . 5 0 62 0 . 0 0 61 9 . 2 0 61 8 . 9 5 62 0 . 0 0 61 9 . 9 0 61 8 . 5 0 607.00 BW 607.00 BW 608.00 BW 608.00 BW 607.00 BW 608.00 BW 608.00 BW 617.25 TW 617.25 TW 617.25 TW 617.25 TW 617.25 TW 617.25 TW 617.25 TW 611.00 BW 617.25 TW DETENTION 100 YR WSE = 615.72 617.25 TW 617.25 TW Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . DA T E AS S H O W N SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow. LA S T S A V E D 3/ 2 2 / 2 0 2 1 1 0 : 0 3 A M PL O T T E D B Y LI N D S L E Y , L O G A N 3/ 2 2 / 2 0 2 1 1 0 : 1 1 A M DW G P A T H K: \ D A L _ C i v i l \ 0 6 4 5 6 3 9 0 0 - S o u t h l a k e M e t h o d i s t \ 4 _ D e s i g n \ C A D \ P r e l i m i n a r y E n g i n e e r i n g DW G N A M E C- G R A D . d w g IM A G E S XR E F S x T B - 0 6 4 5 6 3 9 0 0 : x V S : x F u t u r e : x s d FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES JEFFREY DOLIAN FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES MAR. 22, 2021 FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES 114926 © 20 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . SU I T E 7 0 0 , D A L L A S , T X 7 5 2 4 0 PH O N E : 9 7 2 - 7 7 0 - 1 3 0 0 F A X : 9 7 2 - 2 3 9 - 3 8 2 0 WW W . K I M L E Y - H O R N . C O M T X F - 9 2 8 13 4 5 5 N O E L R O A D , T W O G A L L E R I A O F F I C E T O W E R JW D SA L JW D 06 4 5 6 3 9 0 0 MA R C H 2 2 , 2 0 2 1 ME T H O D I S T SO U T H L A K E HO S P I T A L TE X A S SO U T H L A K E CA S E N U M B E R : Z A 2 1 - 0 0 1 6 PA V I N G & GR A D I N G P L A N C-102 NORTH 0 GRAPHIC SCALE IN FEET 30 15 30 60 NOTES 1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR TO VERIFY A.D.A. COMPLIANCE. FOR ANY QUESTIONS CONTACT CIVIL ENGINEER IMMEDIATELY. 3.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. 4.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 5.MAXIMUM SLOPE IN TURF AREAS SHAL BE 4:1. 6.REFER TO LANDSCAPE PLANS FOR GRADING DETAILS IN LANDSCAPE AREAS. PROPOSED CONTOURS EXISTING CONTOURS TOP OF PAVEMENT ELEVATION TOP OF GRATE INLET ELEVATION TOP OF LANDSCAPE ELEVATION MATCH EXISTING ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION DRAINAGE ARROW SWALE HIGH POINT 506.50TP LEGEND 506.50TG 506.50TL >>> 506.50ME 596.00TW 596.00BW EXISTING CONTOURS SHOWN ARE BASED ON THE TOPOGRAPHIC SURVEY PERFORMED BY ADAMS SURVEYING COMPANY DATED AUGUST 2, 2019 AND SUPPLEMENTED BY THE TOPOGRAPHIC SURVEY PERFORMED BY AJ BEDFORD DATED SEPTEMBER 29, 2011. SURVEY NOTES X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W OH E OH E OH E OH E OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE UG E UG E UG E UG E UG E UG E UG E UG E S0°50'11"W ∆=1°17'05" R=7529.44' L=168.81' CB=S59°28'53"E C=168.81' N20°5 8 ' 1 0 " W 196.15 ' ∆=51°23'13" R=120.00' L=107.62' N3 0 ° 2 5 ' 0 3 " E 90 . 7 5 ' ST A T E H I G H W A Y 1 1 4 61 5 61 4 61 6 622 620 617 618 619 621 620 616 617 618 619 621 61 2 613 620 619 621 622 6 0 8 615 613 614 616 6 1 0 6 1 2 6 1 4 6 1 6 6 1 7 612 613 611 616 614 615 614 615 616 612 61 3 62 0 . 3 2 M E 620 . 0 1 M E 62 0 . 0 0 M E 619 . 3 4 M E 61 9 . 0 0 M E 607.00 BW 607.00 BW 608.00 BW 608.00 BW 607.03 BW 608.00 BW 608.00 BW 617.25 TW 617.25 TW 617.25 TW 617.25 TW 617.25 TW 617.25 TW 617.25 TW 611.00 BW 617.25 TW A A B B EX. 30" RCP 0+00 . 0 0 1+00.00 2+00.00 2+49.02 0+50.00 1+50.00 165 LF - 6' WIDE CONCRETE PILOT CHANNEL (SEE DETAIL) POND OUTFALL JUNCTION BOX (SEE DETAIL THIS SHEET) 18 ' PROP. SPILLWAY LOCATION (SEE DETAIL THIS SHEET) 607 PROPOSED 15' DRAINAGE EASEMENT SECTION B-B STA. 0+00 TO STA. 2+49 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=2' 605 610 615 620 625 605 610 615 620 625 0+00 1+00 2+00 2+49 PROP. OUTFALL STRUCTURE. REF. DETAIL - THIS SHEET 2' FREEBOARD 100 YEAR WATER SURFACE ELEVATION = 616.25 4:1 M A X PROP. RETAINING WALL. REF. STRUCTURAL PLANS FOR DETAILS FL = 606.60 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . DA T E AS S H O W N SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T LA S T S A V E D 3/ 2 2 / 2 0 2 1 1 0 : 0 2 A M PL O T T E D B Y LI N D S L E Y , L O G A N 3/ 2 2 / 2 0 2 1 1 0 : 1 1 A M DW G P A T H K: \ D A L _ C i v i l \ 0 6 4 5 6 3 9 0 0 - S o u t h l a k e M e t h o d i s t \ 4 _ D e s i g n \ C A D \ P r e l i m i n a r y E n g i n e e r i n g DW G N A M E C- D e t e n t i o n P o n d P l a n . d w g IM A G E S XR E F S x T B - 0 6 4 5 6 3 9 0 0 : x V S : x F u t u r e : x s d FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES JEFFREY DOLIAN FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES MAR. 22, 2021 FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES 114926 © 20 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . SU I T E 7 0 0 , D A L L A S , T X 7 5 2 4 0 PH O N E : 9 7 2 - 7 7 0 - 1 3 0 0 F A X : 9 7 2 - 2 3 9 - 3 8 2 0 WW W . K I M L E Y - H O R N . C O M T X F - 9 2 8 13 4 5 5 N O E L R O A D , T W O G A L L E R I A O F F I C E T O W E R JW D SA L JW D 06 4 5 6 3 9 0 0 MA R C H 2 2 , 2 0 2 1 ME T H O D I S T SO U T H L A K E HO S P I T A L TE X A S SO U T H L A K E CA S E N U M B E R : Z A 2 1 - 0 0 1 6 DE T E N T I O N P O N D PL A N C-103 NO R T H 0 GRAPHIC SCALE IN FEET 20 10 20 40 POND A PROPOSED DETENTION POND 100-YEAR WSEL=616.25 608.0 FL TOP VIEW N.T.S. FRONT VIEW 606.60 20 " 615.25 24" N.T.S. EMERGENCY SPILLWAY DETAIL 18.0' 1 4 H = 1 . 5 ' N.T.S. PILOT CHANNEL 6.0' 2.0%2.0%VARI A B L E S L O P E % NOTE: IF THE PRIMARY SPILLWAY BECOMES OBSTRUCTED, EMERGENCY OVERFLOW WILL BEGIN AT ELEVATION 615.50. USING THE WEIR EQUATION AND THE PARAMETERS LISTED BELOW, AN EMERGENCY OVERFLOW LENGTH OF 18.0 FEET IS NECESSARY TO CONVEY THE UNDETAINED 100-YEAR PEAK FLOW. Q = C*L*H1.5 Qundetained = 98.53 cfs C = 3.0 H = 1.5' L = 18.0' WEIR CALCULATIONS: Q = C*L*H1.5 C = 3.0 OPENING #1 A = 3.33 FT2 INVERT ELEVATION = 606.60 H = WSEL - DOWNSTREAM HGL WSEL2-YR = 612.85 WSEL10-YR = 613.80 WSEL100-YR = 615.72 DOWNSTREAM HGL 2-YR = 612.83 DOWNSTREAM HGL10-YR = 612.90 DOWNSTREAM HGL100-YR = 613.20 OPENING #2 A = 0.72 FT2 INVERT ELEVATION = 614.00 H = WSEL - CENTROID NOTE: IF THE DOWNSTREAM HGL IS GREATER THAN THE CENTROID THEN THE DOWNSTREAM HGL WAS USED IN THE ORIFICE CALCULATION. WSEL100-YR =615.72 N.T.S. SECTION A-A 6' PILOT CHANNEL VARIABLE WIDTH N.T.S. SEE PILOT CHANNEL DETAIL 5'6"6" 6"6" ORIFICE CALCULATIONS: Q = C*A*(2*g*H)0.5 C = 0.6 g = 32.2 FT/S2 5 ' 6 " 6 " POND OUTFALL JUNCTION BOX DETAILS WSEL2-YR =612.85 WSEL10-YR=613.80 OPENING #1 OPENING #2 614.008" CITY OF SOUTHLAKE MANHOLE 607.0 FL VARIABLE WIDTH PROP. RETAINING WALL PROP. RETAINING WALL X X X X X X X X X X X X X X X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W W W W W W W W W W W W W W W W W W W W SS SS U G E U G E U G E U G E U G E U G E U G E U G E S0 ° 5 0 ' 1 1 " W 56 2 . 5 9 ' N88°49'39"W 1035.60' ∆=1°17'05" R=7529.44' L=168.81' CB=S59°28'53"E C=168.81' S6 1 ° 0 8 ' 1 3 " E 21 1 . 7 5 ' N2 4 ° 5 4 ' 0 0 " E 96 . 3 1 ' ∆=47°19'18" R=77.00' L=63.60' CB=N48°33'46"E C=61.80' N 1 4 ° 4 2 ' 1 6 " W 2 1 . 6 3 ' N6 5 ° 0 8 ' 2 5 " W 44. 3 8 ' N24°51'35"E 20.78' N65°08'25"W 15.00'N24°51'35"E 10.00' N6 5 ° 0 8 ' 2 5 " W 54. 7 5 ' N2 4 ° 5 1 ' 3 5 " E 20 7 . 7 0 ' S6 5 ° 0 6 ' 0 0 " E 202 . 0 6 ' S24°54'00"W 19.69' S6 5 ° 0 5 ' 5 9 " E 288 . 7 3 ' N2 4 ° 5 4 ' 0 0 " E 95 . 8 1 ' N 2 0 ° 5 8 ' 1 0 " W 1 9 6 . 1 5 ' ∆=51°23'13" R=120.00' L=107.62' CB=S4°43'26"W C=104.05' N3 0 ° 2 5 ' 0 3 " E 90 . 7 5 ' 50' B U I L D I N G L I N E BU F F E R Y A R D T Y P E N O T A P P L I C A B L E 15 ' B U I L D I N G L I N E 30' BUILDING LINE E HIGHLAND ST S T A T E H I G H W A Y 1 1 4 S E R V I C E R O A D 615 614616 60 7 608 61 5 61 3 61 4 61 6 610 612 614 616 617 6 1 2 613 STA: 4+35.09, ST LINE A INSTALL: CONNECT TO EX. 24" RCP W/ PROP. MANHOLE RIM: 619.49 FL 36": 614.12 STA: 4+28.49, ST LINE A PT FL 36": 613.89 FL 36": 613.89 STA: 3+93.04, ST LINE A STA: 0+00.00, ST LAT A-4 INSTALL: 12" PVC CONNECTION FL 36": 612.64 STA: 0+43.65, ST LAT A-4 12" CONNECTION TO PARKING GARAGE FL 12": 616.00 STA: 0+70.29, ST LAT A-3 12" CONNECTION TO PARKING GARAGE FL 12": 616.00 STA: 2+85.56, ST LINE A STA: 0+00.00, ST LAT A-3 INSTALL: 12" PVC CONNECTION PVI FL 36": 608.86 STA: 0+69.93, ST LAT A-1 CONNECT TO EXISTING CURB INLET TC: 619.00 FL 18": 615.00 STA: 0+84.18, ST LAT A-2 CONNECT TO EXISTING CURB INLET TC: 621.00 FL 18": 616.80 STA: 0+15.36, ST LAT A-1 STA: 0+00.00, ST LAT A-2 INSTALL: 45° WYE FL 18": 610.32 STA: 0+84.69, ST LINE A STA: 0+00.00, ST LAT A-1 INSTALL: 60° WYE FL 36": 608.25 STA: 1+00.06, ST LINE A PC FL 36": 608.30 FL 36": 608.30 STA: 0+00.00, ST LINE A INSTALL: 30" HEADWALL FL 36": 608.00 STA: 0+10.92, ST LINE A INSTALL: 45° BEND FL 36": 608.03 FL 36": 608.03 STA: 0+15.92, ST LINE A INSTALL: 30° BEND FL 36": 608.05 FL 36": 608.05 STA: 0+00.00, ST LINE B INSTALL: 36" HEADWALL FL 36": 607.00 STA: 0+06.18, ST LINE B INSTALL: 45° BEND FL 36": 607.06 FL 36": 607.06 STA: 0+17.57, ST LINE B INSTALL: 45° BEND FL 36": 607.18 FL 36": 607.18 STA: 0+80.00, ST LINE B PVI FL 36": 607.80 FL 36": 607.80 STA: 1+79.55, ST LINE B CONNECT TO EX. 24" RCP W/ PIPE SIZE CHANGE CONTRACTOR TO FIELD VERIFY FLOWLINE FL 36": 613.95 0+0 0 0+7 0 0+00 0+84 0+0 0 0+ 7 0 0 + 0 0 0 + 4 4 0+00 1 + 0 0 2+ 0 0 3+ 0 0 4+004+35 0+ 0 0 1+ 0 0 1+ 8 0 1 2 " P V C 12" P V C 18" RCP 18" R C P 3 6 " R C P 36 " R C P STA: 2+89.20, ST LINE A PC FL 36": 608.98 FL 36": 608.98 STA: 1+67.63, ST LINE A PT FL 36": 608.50 FL 36": 608.50 3 6 "R C P PROPOSED DETENTION EASEMENT PROPOSED 15' DRAINAGE EASEMENT PROPOSED 15' DRAINAGE EASEMENT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . DA T E AS S H O W N SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow. LA S T S A V E D 3/ 2 2 / 2 0 2 1 1 0 : 0 6 A M PL O T T E D B Y LI N D S L E Y , L O G A N 3/ 2 2 / 2 0 2 1 1 0 : 1 1 A M DW G P A T H K: \ D A L _ C i v i l \ 0 6 4 5 6 3 9 0 0 - S o u t h l a k e M e t h o d i s t \ 4 _ D e s i g n \ C A D \ P r e l i m i n a r y E n g i n e e r i n g DW G N A M E C- S T R M . d w g IM A G E S XR E F S x T B - 0 6 4 5 6 3 9 0 0 : x V S : x F u t u r e : x s d FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES JEFFREY DOLIAN FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES MAR. 22, 2021 FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES 114926 © 20 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . SU I T E 7 0 0 , D A L L A S , T X 7 5 2 4 0 PH O N E : 9 7 2 - 7 7 0 - 1 3 0 0 F A X : 9 7 2 - 2 3 9 - 3 8 2 0 WW W . K I M L E Y - H O R N . C O M T X F - 9 2 8 13 4 5 5 N O E L R O A D , T W O G A L L E R I A O F F I C E T O W E R JW D SA L JW D 06 4 5 6 3 9 0 0 MA R C H 2 2 , 2 0 2 1 ME T H O D I S T SO U T H L A K E HO S P I T A L TE X A S SO U T H L A K E CA S E N U M B E R : Z A 2 1 - 0 0 1 6 ST O R M P L A N C-104 NORTH PROPERTY LINE PROPOSED CONTOURS EXISTING CONTOURS FUTURE IMPROVEMENTS PROPOSED STORM EXISTING STORM LEGEND 624 624 0 GRAPHIC SCALE IN FEET 404020 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . DA T E AS S H O W N SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T LA S T S A V E D 2/ 2 6 / 2 0 2 1 1 1 : 4 2 A M PL O T T E D B Y LI N D S L E Y , L O G A N 3/ 2 2 / 2 0 2 1 1 0 : 1 1 A M DW G P A T H K: \ D A L _ C i v i l \ 0 6 4 5 6 3 9 0 0 - S o u t h l a k e M e t h o d i s t \ 4 _ D e s i g n \ C A D \ P r e l i m i n a r y E n g i n e e r i n g DW G N A M E C- D r a i n a g e C a l c u l a t i o n s . d w g IM A G E S XR E F S x T B - 0 6 4 5 6 3 9 0 0 : x V S : x F u t u r e : x s d FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES JEFFREY DOLIAN FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES MAR. 22, 2021 FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES 114926 © 20 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . SU I T E 7 0 0 , D A L L A S , T X 7 5 2 4 0 PH O N E : 9 7 2 - 7 7 0 - 1 3 0 0 F A X : 9 7 2 - 2 3 9 - 3 8 2 0 WW W . K I M L E Y - H O R N . C O M T X F - 9 2 8 13 4 5 5 N O E L R O A D , T W O G A L L E R I A O F F I C E T O W E R JW D SA L JW D 06 4 5 6 3 9 0 0 MA R C H 2 2 , 2 0 2 1 ME T H O D I S T SO U T H L A K E HO S P I T A L TE X A S SO U T H L A K E CA S E N U M B E R : Z A 2 1 - 0 0 1 6 DR A I N A G E CA L C U L A T I O N S C-105 CROWN DRIP LINE OR OTHER LIMIT OF TREE AND PLANT PROTECTION AREA SEE TREE PROTECTION PLAN FOR FENCE LAYOUT MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS STANDARD CONSTRUCTION FENCE AND POSTS 5" THICK LAYER OF MULCH. DO NOT MULCH AREA WITHIN 6" TO 12" OF TREE TRUNK (REF. TREE AND PLANT PROTECTION SPECIFICATIONS) TREE PROTECTION SIGN SPACED EVERY 50' O.C. MINIMUM ALONG THE FENCE (REF. ENLARGEMENT) KEEP OUT TREE PROTECTION AREA SPANISH PROJECT ARBORIST PHONE # GENERAL CONTRACTOR PHONE # ·NO HEAVY EQUIPMENT ·NO PARKING ·NO STORAGE ·NO DUMPING ·NO GRADING 24 " 36" ROOT PRUNING TRENCH (TYP., REF. TREE AND PLANT PROTECTION SPECIFICATIONS) 8'-0" (TYP.) TRANSLATION TEXT TREE PROTECTION SIGN ENLARGEMENT 6" (TYP.) NOTES: 1.SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR WATERING AND OTHER ADDITIONAL REQUIREMENTS. 2.ALL TREE AND ROOT PRUNING SHALL BE PERFORMED UNDER THE SUPERVISION OF AN I.S.A. CERTIFIED ARBORIST. 3.NO EQUIPMENT SHALL OPERATE INSIDE THE TREE PROTECTION FENCE INCLUDING DURING FENCE INSTALLATION AND REMOVAL. 4.TREE PROTECTION FENCE LAYOUT AND INSTALLATION TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION ACTIVITY. TRUNK PROTECTION, REF. DETAIL C THIS SHEET STANDARD TREE PROTECTION FENCING AScale: NTS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W OH E OH E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E UG E U G E UG E UG E UG E U G E U G E U G E U G E U G E U G E U G E 8003 8004 8005 8022 8023 8024 8025 8026 8027 8028 ST A T E H I G H W A Y 1 1 4 SE R V I C E R O A D TR E E P R E S E R V A T I O N PL A N L-100 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . DA T E AS S H O W N SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow. LA S T S A V E D 3/ 2 2 / 2 0 2 1 1 1 : 1 0 A M PL O T T E D B Y LI N D S L E Y , L O G A N 3/ 2 2 / 2 0 2 1 1 1 : 1 0 A M DW G P A T H K: \ D A L _ C i v i l \ 0 6 4 5 6 3 9 0 0 - S o u t h l a k e M e t h o d i s t \ 4 _ D e s i g n \ C A D \ P l a n S h e e t s DW G N A M E L- L A N D S C A P E T R E E P R E S E R V A T I O N . d w g IM A G E S x A e r i a l - N M - 2 0 2 0 1 1 0 3 : XR E F S x L a n d s c a p e : x F u t u r e : x B o r d e r _ L A : x S D : x V S : x E x T r e e s : x A e r i a l - N M - 2 0 2 0 1 1 0 3 © 20 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . SU I T E 7 0 0 , D A L L A S , T X 7 5 2 4 0 PH O N E : 9 7 2 - 7 7 0 - 1 3 0 0 F A X : 9 7 2 - 2 3 9 - 3 8 2 0 WW W . K I M L E Y - H O R N . C O M T X F - 9 2 8 13 4 5 5 N O E L R O A D , T W O G A L L E R I A O F F I C E T O W E R LK P LK P KA U 06 4 5 6 3 9 0 0 MA R C H 2 0 2 1 ME T H O D I S T SO U T H L A K E HO S P I T A L TE X A S SO U T H L A K E 3318 KATHERINE A. UTECHT MARCH 2021 CA S E N U M B E R : Z A 2 1 - 0 0 1 6 MATCHLINE, SHEET L-101 EXISTING LANDSCAPE TO REMAIN. CONTRACTOR TO REPAIR AND/OR REPLACE ALL DAMAGED LANDSCAPE MATERIALS AND RETURN TO PRE-CONSTRUCTION CONDITION (TYP.) NORTH EXISTING TREES TO REMAIN (TYP.) REFER TO THIS SHEET & SHEET L-101 TREE PROTECTION FENCE (TYP.) REFER TO DETAIL A, THIS SHEET TREE PROTECTION FENCE (TYP.) REFER TO DETAIL A, THIS SHEET TREE PROTECTION FENCE (TYP.) REFER TO DETAIL A, SHEET L-100 TREE PROTECTION FENCE (TYP.) REFER TO DETAIL A, SHEET L-100 X X X X X X X X X X X X X X X X X X X X X X X X W W W W W W W W W O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W W W W W W W W W W W W W W W SS SS BU F F E R Y A R D T Y P E N O T A P P L I C A B L E 15 ' B U I L D I N G L I N E 30' BUILDING LINE PRIVATE COMMERCIAL CONCRETE DRIVE 8006 8007 8008 8009 8010 8011 8012 8013 8014 8015 8016 8017 8018 8019 8020 8021 E HIGHLAND ST TR E E P R E S E R V A T I O N PL A N L-101 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . DA T E AS S H O W N SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow. LA S T S A V E D 3/ 2 2 / 2 0 2 1 1 1 : 1 0 A M PL O T T E D B Y LI N D S L E Y , L O G A N 3/ 2 2 / 2 0 2 1 1 1 : 1 0 A M DW G P A T H K: \ D A L _ C i v i l \ 0 6 4 5 6 3 9 0 0 - S o u t h l a k e M e t h o d i s t \ 4 _ D e s i g n \ C A D \ P l a n S h e e t s DW G N A M E L- L A N D S C A P E T R E E P R E S E R V A T I O N . d w g IM A G E S x A e r i a l - N M - 2 0 2 0 1 1 0 3 : XR E F S x L a n d s c a p e : x F u t u r e : x B o r d e r _ L A : x S D : x V S : x E x T r e e s : x A e r i a l - N M - 2 0 2 0 1 1 0 3 © 20 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . SU I T E 7 0 0 , D A L L A S , T X 7 5 2 4 0 PH O N E : 9 7 2 - 7 7 0 - 1 3 0 0 F A X : 9 7 2 - 2 3 9 - 3 8 2 0 WW W . K I M L E Y - H O R N . C O M T X F - 9 2 8 13 4 5 5 N O E L R O A D , T W O G A L L E R I A O F F I C E T O W E R LK P LK P KA U 06 4 5 6 3 9 0 0 MA R C H 2 0 2 1 ME T H O D I S T SO U T H L A K E HO S P I T A L TE X A S SO U T H L A K E 3318 KATHERINE A. UTECHT MARCH 2021 CA S E N U M B E R : Z A 2 1 - 0 0 1 6 MATCHLINE, SHEET L-100 EXISTING LANDSCAPE TO REMAIN. CONTRACTOR TO REPAIR AND/OR REPLACE ALL DAMAGED LANDSCAPE MATERIALS AND RETURN TO PRE-CONSTRUCTION CONDITION (TYP.) NORTH EXISTING TREES TO REMAIN (TYP.) REFER TO THIS SHEET & SHEET L-100 EXISTING TREES TO REMAIN (TYP.) REFER TO THIS SHEET & SHEET L-100 EXISTING TREES TO REMAIN (TYP.) REFER TO THIS SHEET & SHEET L-100 UNTAGGED CRAPE MYRTLES (5) REFERENCE EXISTING TREE SURVEY, THIS SHEET TREE PROTECTION FENCE (TYP.) REFER TO DETAIL A, SHEET L-100 TREE PROTECTION FENCE (TYP.) REFER TO DETAIL A, SHEET L-100 TREE PROTECTION FENCE (TYP.) REFER TO DETAIL A, SHEET L-100 TREE PROTECTION FENCE (TYP.) REFER TO DETAIL A, SHEET L-100 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W OH E OH E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E UG E U G E UG E UG E UG E U G E U G E U G E U G E U G E U G E U G E QV 1 PC 2 NL 9 MP 8 AK 11 IF 15 IV 3 PC 3 NT 20 AK 19 MP 20 MG 14 NL 28 CS 6 MG 16 CS 27 MG 6 CS 17 ST A T E H I G H W A Y 1 1 4 SE R V I C E R O A D TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CALIPER SIZE REMARKS IV 3 ILEX VOMITORIA YAUPON HOLLY 45 GAL.1-1/2" CAL.6` HT. MIN. X 4-6` W.SINGLE, STRAIGHT LEADER. FULL & MATCHING. PC 5 PRUNUS CAROLINIANA CAROLINA LAUREL CHERRY 45 GAL.1-1/2" CAL.6` HT. MIN. X 4-6` W.SINGLE, STRAIGHT LEADER. FULL & MATCHING. QV 1 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 60 GAL.4" CAL. MIN.10-12` HT. X 6-8` W.SINGLE, STRAIGHT LEADER. FULL & MATCHING. SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING REMARKS AK 30 ABELIA X GRANDIFLORA `KALEIDOSCOPE`KALEIDOSCOPE GLOSSY ABELIA 3 GAL. MIN.18" HT. X 18" W.36" O.C.FULL & MATCHING. CS 50 CORTADERIA SELLOANA PAMPAS GRASS 5 GAL. MIN.24" HT. X 24" W.60" O.C.FULL & MATCHING. IF 15 ILEX X ATTENUATA `FOSTERI`FOSTER`S HOLLY 15 GAL.36" HT. X 24" W.72" O.C.FULL & MATCHING. MG 36 MUHLENBERGIA CAPILLARIS `GULF COAST`GULF COAST PINK MUHLY GRASS 5 GAL. MIN.24" HT. X 24" W.42" O.C.FULL & MATCHING. MP 28 MYRICA PUSILLA DWARF SOUTHERN WAX MYRTLE 3 GAL. MIN.24" HT. X 24" W.48" O.C.FULL & MATCHING. NL 37 NANDINA DOMESTICA `LEMON LIME`LEMON LIME NANDINA 3 GAL. MIN.18" HT. X 18" W.36" O.C.FULL & MATCHING. NT 20 NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 3 GAL. MIN.15" HT. X 15" W.36" O.C.FULL & MATCHING. GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING REMARKS SOD 38,701 SF CYNODON DACTYLON `419 HYBRID`BERMUDA GRASS SOD SOD TO HAVE TIGHT, SAND-FILLED JOINTS, ROLLED. TO BE FREE OF WEEDS, PEST, & DISEASE. PLANT SCHEDULE LA N D S C A P E P L A N L-200 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . DA T E AS S H O W N SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow. LA S T S A V E D 4/ 7 / 2 0 2 1 4 : 1 0 P M PL O T T E D B Y PR E S L E Y , L A U R A 4/ 7 / 2 0 2 1 4 : 1 0 P M DW G P A T H K: \ D A L _ C i v i l \ 0 6 4 5 6 3 9 0 0 - S o u t h l a k e M e t h o d i s t \ 4 _ D e s i g n \ C A D \ P l a n S h e e t s DW G N A M E L- L A N D S C A P E P L A N . d w g IM A G E S XR E F S x L a n d s c a p e : x F u t u r e : x B o r d e r _ L A : x S D : x V S : x E x T r e e s © 20 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . SU I T E 7 0 0 , D A L L A S , T X 7 5 2 4 0 PH O N E : 9 7 2 - 7 7 0 - 1 3 0 0 F A X : 9 7 2 - 2 3 9 - 3 8 2 0 WW W . K I M L E Y - H O R N . C O M T X F - 9 2 8 13 4 5 5 N O E L R O A D , T W O G A L L E R I A O F F I C E T O W E R LK P LK P KA U 06 4 5 6 3 9 0 0 AP R I L 2 0 2 1 ME T H O D I S T SO U T H L A K E HO S P I T A L TE X A S SO U T H L A K E 3318 KATHERINE A. UTECHT APRIL 2021 CA S E N U M B E R : Z A 2 1 - 0 0 1 6 STEEL EDGE (TYP.) REFER TO DETAIL L, SHEET L-300 CONTRACTOR TO SOD TO LIMITS OF DISTURBANCE (TYP.) MATCHLINE, SHEET ##### CONTRACTOR TO SOD TO LIMITS OF DISTURBANCE (TYP.) CONTRACTOR TO SOD TO LIMITS OF DISTURBANCE (TYP.) CONTRACTOR TO SOD TO LIMITS OF DISTURBANCE (TYP.) STEEL EDGE (TYP.) REFER TO DETAIL L, SHEET L-300 MULCH (TYP.) MULCH (TYP.) EXISTING LANDSCAPE TO REMAIN CONTRACTOR TO REPAIR AND/OR REPLACE ALL DAMAGED LANDSCAPE MATERIALS AND RETURN TO PRE-CONSTRUCTION CONDITION (TYP.) NORTH NOTE: REFERENCE TREE PRESERVATION PLANS FOR EXISTING TREE INFORMATION. EXISTING TREES TO REMAIN (TYP.) REFER TO TREE PRESERVATION PLAN STEEL EDGE (TYP.) REFER TO DETAIL L, SHEET L-300 MULCH (TYP.) STEEL EDGE (TYP.) REFER TO DETAIL L, SHEET L-300 MULCH (TYP.) STEEL EDGE (TYP.) REFER TO DETAIL L, SHEET L-300 MULCH (TYP.) X X X X X X X X X X X X X X X X X X X X X X X X W W W W W W W W W O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E O H E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W W W W W W W W W W W W W W W SS SS BU F F E R Y A R D T Y P E N O T A P P L I C A B L E 15 ' B U I L D I N G L I N E 30' BUILDING LINE PRIVATE COMMERCIAL CONCRETE DRIVE E HIGHLAND ST TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CALIPER SIZE REMARKS IV 3 ILEX VOMITORIA YAUPON HOLLY 45 GAL.1-1/2" CAL.6` HT. MIN. X 4-6` W.SINGLE, STRAIGHT LEADER. FULL & MATCHING. PC 5 PRUNUS CAROLINIANA CAROLINA LAUREL CHERRY 45 GAL.1-1/2" CAL.6` HT. MIN. X 4-6` W.SINGLE, STRAIGHT LEADER. FULL & MATCHING. QV 1 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 60 GAL.4" CAL. MIN.10-12` HT. X 6-8` W.SINGLE, STRAIGHT LEADER. FULL & MATCHING. SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING REMARKS AK 30 ABELIA X GRANDIFLORA `KALEIDOSCOPE`KALEIDOSCOPE GLOSSY ABELIA 3 GAL. MIN.18" HT. X 18" W.36" O.C.FULL & MATCHING. CS 50 CORTADERIA SELLOANA PAMPAS GRASS 5 GAL. MIN.24" HT. X 24" W.60" O.C.FULL & MATCHING. IF 15 ILEX X ATTENUATA `FOSTERI`FOSTER`S HOLLY 15 GAL.36" HT. X 24" W.72" O.C.FULL & MATCHING. MG 36 MUHLENBERGIA CAPILLARIS `GULF COAST`GULF COAST PINK MUHLY GRASS 5 GAL. MIN.24" HT. X 24" W.42" O.C.FULL & MATCHING. MP 28 MYRICA PUSILLA DWARF SOUTHERN WAX MYRTLE 3 GAL. MIN.24" HT. X 24" W.48" O.C.FULL & MATCHING. NL 37 NANDINA DOMESTICA `LEMON LIME`LEMON LIME NANDINA 3 GAL. MIN.18" HT. X 18" W.36" O.C.FULL & MATCHING. NT 20 NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 3 GAL. MIN.15" HT. X 15" W.36" O.C.FULL & MATCHING. GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING REMARKS SOD 38,701 SF CYNODON DACTYLON `419 HYBRID`BERMUDA GRASS SOD SOD TO HAVE TIGHT, SAND-FILLED JOINTS, ROLLED. TO BE FREE OF WEEDS, PEST, & DISEASE. PLANT SCHEDULE LA N D S C A P E P L A N L-201 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . DA T E AS S H O W N SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow. LA S T S A V E D 4/ 7 / 2 0 2 1 4 : 1 0 P M PL O T T E D B Y PR E S L E Y , L A U R A 4/ 7 / 2 0 2 1 4 : 1 1 P M DW G P A T H K: \ D A L _ C i v i l \ 0 6 4 5 6 3 9 0 0 - S o u t h l a k e M e t h o d i s t \ 4 _ D e s i g n \ C A D \ P l a n S h e e t s DW G N A M E L- L A N D S C A P E P L A N . d w g IM A G E S XR E F S x L a n d s c a p e : x F u t u r e : x B o r d e r _ L A : x S D : x V S : x E x T r e e s © 20 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . SU I T E 7 0 0 , D A L L A S , T X 7 5 2 4 0 PH O N E : 9 7 2 - 7 7 0 - 1 3 0 0 F A X : 9 7 2 - 2 3 9 - 3 8 2 0 WW W . K I M L E Y - H O R N . C O M T X F - 9 2 8 13 4 5 5 N O E L R O A D , T W O G A L L E R I A O F F I C E T O W E R LK P LK P KA U 06 4 5 6 3 9 0 0 AP R I L 2 0 2 1 ME T H O D I S T SO U T H L A K E HO S P I T A L TE X A S SO U T H L A K E 3318 KATHERINE A. UTECHT APRIL 2021 CA S E N U M B E R : Z A 2 1 - 0 0 1 6 MATCHLINE, SHEET L-200 CONTRACTOR TO SOD TO LIMITS OF DISTURBANCE (TYP.) EXISTING LANDSCAPE TO REMAIN CONTRACTOR TO REPAIR AND/OR REPLACE ALL DAMAGED LANDSCAPE MATERIALS AND RETURN TO PRE-CONSTRUCTION CONDITION (TYP.) CONTRACTOR TO SOD TO LIMITS OF DISTURBANCE (TYP.) CONTRACTOR TO SOD TO LIMITS OF DISTURBANCE (TYP.) CONTRACTOR TO SOD TO LIMITS OF DISTURBANCE (TYP.) NORTH EXISTING TREES TO REMAIN (TYP.) REFER TO TREE PRESERVATION PLAN EXISTING TREES TO REMAIN (TYP.) REFER TO TREE PRESERVATION PLAN EXISTING TREES TO REMAIN (TYP.) REFER TO TREE PRESERVATION PLAN LA N D S C A P E D E T A I L S L-300 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . DA T E AS S H O W N SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow. LA S T S A V E D 2/ 2 5 / 2 0 2 1 1 0 : 3 8 A M PL O T T E D B Y PR E S L E Y , L A U R A 4/ 7 / 2 0 2 1 4 : 1 1 P M DW G P A T H K: \ D A L _ C i v i l \ 0 6 4 5 6 3 9 0 0 - S o u t h l a k e M e t h o d i s t \ 4 _ D e s i g n \ C A D \ P l a n S h e e t s DW G N A M E L- L A N D S C A P E D E T A I L S . d w g IM A G E S XR E F S x L a n d s c a p e : x F u t u r e : x E S M T : x B o r d e r _ l a © 20 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . SU I T E 7 0 0 , D A L L A S , T X 7 5 2 4 0 PH O N E : 9 7 2 - 7 7 0 - 1 3 0 0 F A X : 9 7 2 - 2 3 9 - 3 8 2 0 WW W . K I M L E Y - H O R N . C O M T X F - 9 2 8 13 4 5 5 N O E L R O A D , T W O G A L L E R I A O F F I C E T O W E R LK P LK P KA U 06 4 5 6 3 9 0 0 AP R I L 2 0 2 1 ME T H O D I S T SO U T H L A K E HO S P I T A L TE X A S SO U T H L A K E 3318 KATHERINE A. UTECHT APRIL 2021 CA S E N U M B E R : Z A 2 1 - 0 0 1 6 D. SECURE FENCING TO POST WITH NYLON CABLE TIES (AVAILABLE FROM CONWED PLASTICS). WOOD STRIPS MAY BE ALSO BE USED TO PROVIDE ADDITIONAL SUPPORT AND PROTECTION BETWEEN TIES AND POSTS. C. SPACE POSTS EVERY 6' (MIN.) TO 8' (MAX.). 6'-8' O.C. NOTES: 2. 8' TALL METAL "T" POSTS OR 2" x 2" X 8' PRESSURE TREATED WOOD POSTS WITH 24" BURIAL BELOW GRADE. A. POST SELECTION SHOULD BE BASED ON EXPECTED STRENGTH NEEDS AND THE LENGTH OF TIME FENCE WILL BE IN PLACE. FLEXIBLE FIBERGLASS ROD POSTS ARE RECOMMENDED FOR PARKS, ATHLETIC EVENTS AND CROWD CONTROL INSTALLATIONS. METAL "T" POSTS OR TREATED WOOD POSTS ARE TYPICALLY USED FOR CONSTRUCTION AND OTHER APPLICATIONS. B. POSTS SHOULD BE DRIVEN INTO THE GROUND TO A DEPTH OF 1/4 OF THE HEIGHT OF THE POST. FOR EXAMPLE, A 8' POST SHOULD BE SET AT LEAST 2' INTO THE GROUND. G B.REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL INFORMATION. F Poor Drainage Condition NOTES: 7. BACKFILL WITH 1/2" - 3/4" GRAVEL. 5. SLOPE BOTTOM TO DRAIN 1 2 4. SOIL MIX COMBINED WITH 30% (MIN.) EXPANDED SHALE. 6. ±18"∅ AUGURED HOLE PENETRATE THROUGH OCCLUDING LAYER A DEPTH OF 7' TO ASSURE PROPER PERCOLATION. INSTALL 4" PVC PIPE WITH VENTED CAP. A. FOR A PARKING ISLAND PLANTING SITUATION, CONTRACTOR TO BACKFILL ENTIRE LENGTH OF PLANTING AREA TO WITHIN 6" OF BACK OF CURB OR EDGE OF PAVEMENT. Tree/Shrub Protector NOTE: IF WIRE TIES ARE USED, AVOID DIRECT CONTACT WITH FENCE. WIRE MAY DAMAGE FENCE OVER TIME. 2. BACKFILL WITH PREPARED PLANTING SOIL MIX AS SPECIFIED. 1. FINISH GRADE 1. 6'H "PERIMETER PLUS" CONSTRUCTION FENCE BY CONWED PLASTICS OR OWNER'S REPRESENTATIVE APPROVED EQUAL. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO INSTALLATION. 3. FILTER CLOTH, MIRAFI 500X OR BETTER 1 3 2 5 6 4 7 CORNER CONNECTION 6' MIN. 6 5LIMITS OF TREE/ SHRUB PIT INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. MULCH SHALL BE MIN. 3" DEEP. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDE 3. 1.FIRE HYDRANT PROVIDE A MULCH, 3" DEPTH MIN., SURROUNDING AREA INDICATED. 1 2 3 2.NO PLANT MATERIAL SHALL BE PLACED WITHIN SHOWN LIMITS OF ALL PROPOSED OR EXISTING FIRE HYDRANTS. CONTRACTOR SHALL ADJUST PLANT MATERIAL SO THAT NO CONFLICTS WITH FIRE HYDRANTS OCCUR ON SITE. 4'-0" 7'-6" 7'-6" H Fire Hydrant Clear Zone I Parking Space/Curb Planting CURB OR PARKING LOT EDGE, BY OTHERS 1. 2. 12 7'-6" 18" (MIN) TO CENTER OF TRUNK A.CLEAR ZONE: 18" MIN. FROM BUILDING TO CENTER OF NEAREST SHRUB. B.MULCH / STONE TO BE AS INDICATED ON THE PLANS. STONE TO BE PEA GRAVEL, 4" DEPTH WITH WEED BARRIER AND STEEL EDGING. J Plantings Adjacent to Buildings/Walls MULCH / STONE 12" MIN. 8. SCARIFY ROOTBALL SIDES AND BOTTOM. PLAN NOTES: 2. TOP 10% OF SHRUB AND GROUNDCOVER ROOTBALLS TO BE PLANTED ABOVE THE LANDSCAPE GRADE. DO NOT COVER EXPOSED 10% ON SIDES WITH SOIL. 3. PRUNE ALL LIKE SHRUBS WITHIN A PLANTED MASS TO ACHIEVE A UNIFORM MASS/HEIGHT. 4. 3" MINIMUM MULCH AS SPECIFIED - DO NOT COVER ENTIRE SHRUB ROOTBALL OR CREATE 'WATER RINGS' ONLY COVER SIDES OF ROOTBALL WITH MULCH 5. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 6. FINISHED GRADE (SEE GRADING PLAN). 7. 12" DEPTH PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES, ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. C Shrub / Groundcover Planting MAINTAIN 12" DEAD ZONE AT BED EDGE (TYP) REFER TO PLANT SCHEDULE FOR SPACING BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. 'X' 3 564 2 8 7 X X SECTION * ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. 2X Rootball Diameter 1. FIND POINT WHERE TOPMOST ROOT EMERGES FROM TRUNK WITHIN 2" OF SURFACE. CLEAR EXCESS SOIL IF NECESSARY. BED EDGE 1 1.CROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE PLANS). 2.CLEAR ZONE: 36" MIN. FROM BACK OF CURB TO CENTER OF NEAREST SHRUB. CLEAR ZONE SHALL CONTAIN 3" CONTINUOUS MULCH OR TURF, SEE PLANS. SEE DETAIL 'I' FOR PLANTER MEDIANS ADJACENT TO PARKING SPACES. 3.1" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH. ·WHEN LIME STABILIZED SOIL IS ENCOUNTERED, EXCAVATE CONTINUOUS 36" DEEP (FROM TOP OF CURB) FOR ENTIRE LENGTH AND WIDTH OF ISLAND & BACKFILL WITH APPROVED PLANTING MIX. ·PROTECT AND RETAIN ALL CURBS AND BASE. COMPACTED SUBGRADE TO REMAIN FOR STRUCTURAL SUPPORT OF CURB SYSTEM (TYP). ·ALL ISLANDS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION RATES ARE 2" PER HOUR OR LESS. K Planted Parking Lot Islands / Medians WIDTH VARIES - SEE PLANS 2 1 3 ±3'-0" TO CENTER OF NEAREST SHRUB 12 CONTRACTOR TO PROVIDE ALTERNATE BID TO PROVIDE DECOMPOSED GRANITE BED IN LIEU OF MULCH FOR REVIEW OF OWNER. 4. 3. BED SOIL. 12" MINIMUM DEPTH. REF: NOTES AND/OR SPECS FOR MIX. & DEPTH. 1. DIFFERENT PLANTING TREATMENTS. 3 4 3/4" MAX. 2 4. NATIVE SOIL 1 5 5. 4" TOPSOIL. REF: NOTES AND/OR SPECS FOR MIX. & DEPTH. Steel EdgingL 2. METAL EDGING rootball Tree Planting 2-1/2X - 3X Rootball Diameter A C. SEE PRE-APPROVED STAKING METHODS, THIS SHEET 5. FIND TOP-MOST ROOT ON ROOTBALL; POSITION ROOTBALL SO THIS TOP ROOT IS 1-2" ABOVE LANDSCAPE SOIL. (APPROX. 10% OF ROOTBALL SHALL BE ABOVE LANDSCAPE SOIL) 6. B & B OR CONTAINER (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 7. REMOVE ALL SYNTHETIC MATERIALS FROM ROOTBALL. 8. ROOTBALLS SHALL BE PLACED ON UNDISTURBED SOIL TO PREVENT SETTLING. A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. 1. TRUNK 3. SHALLOW/ WIDE PLANT HOLE; TOP SHALL BE 2.5X-3X THE SIZE OF ROOTBALL. 4. FINISHED GRADE (SEE GRADING PLAN). 10% of 5 4 1 3 2 6 7 8 * ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. E Staking - up to 65 gal. or B&B to 3-1/2" Cal. NOTE: 5. STAKES TO EXTEND INTO NATIVE SOIL BY 1-1/2 X THE ROOTBALL DEPTH MIN. 4. VERTICAL STAKES SHALL ABUT SIDE OF ROOTBALL 48 " M I N . A.IF SPATIAL REQUIREMENTS PRECLUDE STAKING WITH THIS METHOD, SUBMIT ALTERNATE FOR LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO INSTALLING PLANT. 2. HORIZONTAL 2X2 SCREWED TO 2X2 STAKE. ALL WOOD SHALL BE #2 UNTREATED. 1. FINISHED GRADE (SEE GRADING PLAN). 3X ROOTBALL DIAMETER 3. 3-1/2" DRYWALL SCREW, THREAD SIZE 12, SHARP POINT, FULL THREAD, BLACK PHOSPHATE FINISH12 5 LIMITS OF PLANT PIT 3 2 4 5 3 1 4 2 7 8 Planting on a Slope D A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. 5. FIND TOP-MOST ROOT ON ROOTBALL; POSITION ROOTBALL SO THIS TOP ROOT IS 1-2" ABOVE LANDSCAPE SOIL. (APPROX. 10% OF ROOTBALL SHALL BE ABOVE LANDSCAPE SOIL) * ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. EXISTING GRADE (DASHED) 3X Rootball Diameter rootball 10% of 7. B & B OR CONTAINER REMOVE ALL SYNTHETIC MATERIALS FROM ROOTBALL. (SEE SPECIFICATIONS FOR OTHER ROOT BALL REQUIREMENTS) 8. ROOTBALLS SHALL BE PLACED ON UNDISTURBED SOIL TO PREVENT SETTLING. 1. TREES, PALMS, AND LARGE SHRUBS (15 GAL OR GREATER) SHALL BE PLANTED IN SIMILAR MANNER 2. 3" MINIMUM OF MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES COVER ROOTBALL SIDES AND EXTEND 18" BEYOND ON ALL SIDES. NO MULCH SHALL BE PLACED OVER TRUNK. 3. SHALLOW/ WIDE PLANT HOLE; TOP SHALL BE 3X THE SIZE OF ROOTBALL. 4. FINISHED GRADE (SEE GRADING PLAN). B. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. C. ALTERNATE TREE ANCHORING SYSTEMS MAY BE SUBSTITUTED FOR WOOD STAKING SYSTEM UPON APPROVAL BY OWNER OR OWNER'S REPRESENTATIVE PRE-APPROVED SYSTEMS: *BROOKS TREE BRACE SYSTEM *ARBOR TIE TREE BRACING D. RUBBER HOSE/WIRE SYSTEMS ARE NOT ALLOWED. NOTES: 6. FINISHED GRADE (SEE GRADING PLAN) 5. 2" x 4" x 3' (MIN), P.T. WOOD STAKES BURIED 3" BELOW FINISHED GRADE. B Large Tree Staking - 100 Gal + or B&B 4" + 120120 PLAN 120 1. FIVE (5) LAYERS OF BURLAP TO PROTECT TRUNK 2. TWO STEEL BANDS TO SECURE BATTENS 3. FIVE 2 X 4 X 18"L WOOD BATTENS 4. THREE (3) 2" X 8' LODGE POLES. DRILL, USING GALVANIZED SCREWS, TO BATTENS AND 2" X 4" STAKES. NO SCREWS SHALL PENETRATE TREE. FLAG AT MIDPOINT AND AT BASE. 5 6 4 3 1 2 A. ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. 6. BERM SOIL SO THAT TOP OF BERM IS JUST BELOW THE TOP 10% OF THE TOP OF THE ROOTBALL. SLOPE DOWNHILL PORTION OF BERM AS REQUIRED TO MEET EXISTING GRADE. SLOPE SHALL NOT EXCEED 3:1 SLOPE. 6 2. 3" MINIMUM OF MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES COVER ROOTBALL SIDES AND EXTEND 18" BEYOND ON ALL SIDES. NO MULCH SHALL BE PLACED OVER TRUNK. C. SEE PRE-APPROVED STAKING METHODS, THIS SHEET 9.BACKFILL MATERIAL PER SPECIFICATIONS. 9 NOTES:NOTES: * REFER TO DETAILS B AND D FOR PLANTING SECTION N.T.S.SECTION N.T.S.PLAN / SECTION N.T.S.PLAN / SECTION N.T.S. ROOTBALL * REFER TO DETAILS B AND D FOR PLANTING PLAN SECTION SECTION N.T.S.PLAN / SECTION N.T.S.SECTION N.T.S.PLAN N.T.S. ROOTBALL PLAN SECTION ±3 6 " ±4 8 " ±18" CONNECTION PLAN ELEVATION DRIP LINE, TYP. DRIP LINE, TYP. 'FRONT' OF HYDRANT (TOWARDS CURB) ±3'-0" TO CENTER OF NEAREST SHRUB CAR DOOR 2'-0" MIN. CLEAR 2'-0" MIN. CLEAR PARKING ISLAND, NOSE-IN DETAIL PARKING ISLAND, SIDE DETAIL 3. SECTION N.T.S.SECTION N.T.S.SECTION N.T.S. SECTION N.T.S. NOTES: PLANTER ISLAND NOTES: 1:10 1:10 LA N D S C A P E SP E C I F I C A T I O N S L-301 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . DA T E AS S H O W N SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T CAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow. LA S T S A V E D 2/ 2 5 / 2 0 2 1 1 0 : 3 9 A M PL O T T E D B Y PR E S L E Y , L A U R A 4/ 7 / 2 0 2 1 4 : 1 1 P M DW G P A T H K: \ D A L _ C i v i l \ 0 6 4 5 6 3 9 0 0 - S o u t h l a k e M e t h o d i s t \ 4 _ D e s i g n \ C A D \ P l a n S h e e t s DW G N A M E L- L A N D S C A P E S P E C I F I C A T I O N S . d w g IM A G E S XR E F S x L a n d s c a p e : x F u t u r e : x E S M T : x B o r d e r _ L A © 20 2 1 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . SU I T E 7 0 0 , D A L L A S , T X 7 5 2 4 0 PH O N E : 9 7 2 - 7 7 0 - 1 3 0 0 F A X : 9 7 2 - 2 3 9 - 3 8 2 0 WW W . K I M L E Y - H O R N . C O M T X F - 9 2 8 13 4 5 5 N O E L R O A D , T W O G A L L E R I A O F F I C E T O W E R LK P LK P KA U 06 4 5 6 3 9 0 0 AP R I L 2 0 2 1 ME T H O D I S T SO U T H L A K E HO S P I T A L TE X A S SO U T H L A K E 3318 KATHERINE A. UTECHT APRIL 2021 CA S E N U M B E R : Z A 2 1 - 0 0 1 6 U. WARRANTY H. MULCH I. DIGGING AND HANDLING ALL PLANTING BED TO BE TOP DRESSED WITH A MINIMUM OF 3" "RUSTIC CUT HARDWOOD MULCH" BY SOIL BUILDING SOLUTIONS OR LIVING EARTH (OR APPROVED EQUAL) WITH A pH RANGE OF 6.5-8.5 AND SHALL BE FREE OF MAN-MADE FOREIGN MATTER, LUMBER, TREATED MATERIALS, PALLETS, GRASS AND LEAVES. NO PARTICLE SIZE SHOULD EXCEED 3.5" IN LENGTH. 1.PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT DAMAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY TO SITE SHALL BE SPRAYED WITH AN ANTITRANSPIRANT PRODUCT ("WILTPRUF" OR EQUAL) TO MINIMIZE TRANSPIRATIONAL WATER LOSS. 2.BALLED AND BURLAPPED PLANTS (B&B) SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A ROOT BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. PLANTS BALLED AND BURLAPPED OR CONTAINER GROWN SHALL NOT BE HANDLED BY STEMS. 3.PLANTS MARKED "BR" IN THE PLANT LIST SHALL BE DUG WITH BARE ROOTS, COMPLYING WITH AMERICAN STANDARD FOR NURSERY PLANTS, CURRENT EDITION. CARE SHALL BE EXERCISED THAT THE ROOTS DO NOT DRY OUT DURING TRANSPORTATION AND PRIOR TO PLANTING. 4.PROTECTION OF PALMS (IF APPLICABLE): ONLY A MIN. OF FRONDS SHALL BE REMOVED FROM THE CROWN OF THE PALM TREES TO FACILITATE MOVING AND HANDLING. CLEAR TRUNK (CT) SHALL BE AS SPECIFIED AFTER THE MIN. OF FRONDS HAVE BEEN REMOVED. ALL PALMS SHALL BE BRACED PER PALM PLANTING DETAIL. 5.EXCAVATION OF TREE PITS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES, HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB BASES. T. FINAL INSPECTION AND ACCEPTANCE OF WORK CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE FOR MAINTENANCE FOLLOWING THE INITIAL 90-DAY MAINTENANCE PERIOD ON A COST-PER-MONTH BASIS. 1.THE LIFE AND SATISFACTORY CONDITION OF ALL 1 GALLON AND LARGER PLANT MATERIAL INSTALLED BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTABILITY BY THE OWNER'S REPRESENTATIVE. 2.THE LIFE AND SATISFACTORY CONDITION OF ALL OTHER PLANT MATERIAL (INCLUDING SOD) INSTALLED BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTABILITY BY THE OWNER'S REPRESENTATIVE. 3.REPLACEMENT: ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED UNDER "PLANTING", AT NO ADDITIONAL COST TO THE OWNER. 4.IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE (AND IRRIGATION) MAINTENANCE, THE CONTRACTOR IS ENCOURAGED TO VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER, AND SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. IT IS SUGGESTED SUCH SITE VISITS SHALL BE CONDUCTED A MINIMUM OF ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS FROM THE DATE OF ACCEPTANCE. FINAL INSPECTION AT THE END OF THE WARRANTY PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR WARRANTY (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED. Q. CLEANUP 1.CLEANING UP BEFORE COMMENCING WORK: THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER. ALL MORTAR, CEMENT, AND TOXIC MATERIAL SHALL BE REMOVED FROM THE SURFACE OF ALL PLANT BEDS. THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL WHICH WILL IN ANY WAY ADVERSELY AFFECT THE PLANT GROWTH, HE SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. 2.VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER SYSTEMS, CABLE, AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES. CALL NATIONAL ONE CALL - 811 - TO LOCATE UTILITIES. O. PLANTING PROCEDURES P. LAWN SODDING/ SEEDING N. FINE GRADING M. MATERIALS LIST K. COLLECTED STOCK L. NATIVE STOCK QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE PLANS AND THE PLANT LIST QUANTITY, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO BIDDING OR INSTALLATION. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE PLANTS COLLECTED FROM WILD OR NATIVE STANDS SHALL BE CONSIDERED NURSERY GROWN WHEN THEY HAVE BEEN SUCCESSFULLY RE-ESTABLISHED IN A NURSERY ROW AND GROWN UNDER REGULAR NURSERY CULTURAL PRACTICES FOR A MINIMUM OF TWO (2) GROWING SEASONS AND HAVE ATTAINED ADEQUATE ROOT AND TOP GROWTH TO INDICATE FULL RECOVERY FROM TRANSPLANTING INTO THE NURSERY ROW. WHEN THE USE OF COLLECTED STOCK IS PERMITTED AS INDICATED BY THE OWNER OR OWNER'S REPRESENTATIVE, THE MINIMUM SIZES OF ROOTBALLS SHALL BE EQUAL TO THAT SPECIFIED FOR THE NEXT LARGER SIZE OF NURSERY GROWN STOCK OF THE SAME VARIETY. 1.FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING AREAS THAT HAVE BEEN ROUGH GRADED BY OTHERS. BERMING AS SHOWN ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED. 2.THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. THIS CONTRACTOR SHALL FINE GRADE BY HAND AND/OR WITH ALL EQUIPMENT NECESSARY INCLUDING A GRADING TRACTOR WITH FRONT-END LOADER FOR TRANSPORTING SOIL WITHIN THE SITE. 3.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL GRADES. F. WATER D. MATERIALS G. FERTILIZERC. PROTECTION OF EXISTING PLANT MATERIALS OUTSIDE LIMIT OF WORK 2. PLANT MATERIALS INDICATE SIZES (HEIGHT/WIDTH) AND QUALITY PER SPEC. B. PROTECTION OF EXISTING STRUCTURES ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND PLANTING ALREADY COMPLETED OR ESTABLISHED SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBS EXISTING OR OTHERWISE, CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC. THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP-LINE AND SPILLING OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP-LINE. NO MATERIALS SHALL BE BURNED WHERE HEAT WILL DAMAGE ANY PLANT. EXISTING TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/ OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF ONE HUNDRED DOLLARS ($100) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PERCENT PER INCH OVER FOUR (4) INCHES CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER. A.PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. NOMENCLATURE SHALL CONFORM TO STANDARDIZED PLANT NAMES, 1942 EDITION. ALL NURSERY STOCK SHALL BE IN ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, PUBLISHED BY THE AMERICAN STANDARD NURSERY STOCK. ALL PLANTS SHALL BE HEALTHY, VIGOROUS, SOUND, WELL-BRANCHED, AND FREE OF DISEASE AND INSECTS, INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY WITH APPROVAL FROM OWNER OR OWNER'S REPRESENTATIVE. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE OWNER'S REPRESENTATIVE. B.MEASUREMENTS: THE HEIGHT AND/OR WIDTH OF TREES SHALL BE MEASURED FROM THE GROUND OR ACROSS THE NORMAL SPREAD OF BRANCHES WITH THE PLANTS IN THEIR NORMAL POSITION. THIS MEASUREMENT SHALL NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH. PLANTS LARGER IN SIZE THAN THOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE OWNER. IF THE USE OF LARGER PLANTS IS APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. C.INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY; SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF ROOT BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE. WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN AN ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE OBTAINED ON THE SITE, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS, ETC.. ALL COSTS FOR WATER SUPPLY AND WATERING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL FINAL ACCEPTANCE. IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER. *WATERING/IRRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION TYPE, AND SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE NATURALLY-DERIVED. *FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. J. CONTAINER GROWN STOCK GENERAL LANDSCAPE SPECIFICATIONS AND NOTES 1.THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS, AS INCLUDED IN THE PLANT LIST, AND AS HEREIN SPECIFIED. 2.WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER. A. SCOPE OF WORK 1.ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION. 2.AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS. 3.PLANT ROOTS BOUND IN CONTAINERS ARE NOT ACCEPTABLE. 4.SUBSTITUTION OF NON-CONTAINER GROWN MATERIAL FOR MATERIAL EXPLICITLY SPECIFIED TO BE CONTAINER GROWN WILL NOT BE PERMITTED WITHOUT WRITTEN APPROVAL IS OBTAINED FROM THE OWNER OR OWNER'S REPRESENTATIVE. S. MAINTENANCE (ALTERNATE BID ITEM) R. PLANT MATERIAL MAINTENANCE 1.THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO THE OWNER. 2.LAWN BED PREPARATION: ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, DEBRIS, HAVE SOIL PREPARED PER SECTION E, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE-HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TO THE REQUIRED GRADE. 3.SOIL PREPARATION: ALL SOIL TO BE PREPARED PER SECTION E. 4.SODDING: A.THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. B.THE SOD SHALL BE CERTIFIED TO MEET AMERICAN STANDARD FOR NURSERY STOCK SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. C.SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. ADJACENT TO BUILDINGS, A 24 INCH STONE / MULCH STRIP SHALL BE PROVIDED - REFER TO DETAILS. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. D.CONTRACTOR SHALL REFERENCE PLANTING SCHEDULE FOR SEEDING VARIETY AND RATES. E.IF SEED INSTALLATION FALLS BETWEEN SEPTEMBER 16TH AND MARCH 14TH, THE CONTRACTOR SHALL INSTALL EITHER SOD OR A COLD SEASON VARIETY SEED MIX, SUCH AS WINTER RYE. IF A COOL SEASON VARIETY MIX IS INSTALLED BETWEEN SEPTEMBER 16TH AND MARCH 14TH, THE CONTRACTOR SHALL RESEED THE AREA WITH THE ORIGINAL SPECIFIED SEED MIX PER THE PLANS AND SPECIFICATIONS BETWEEN MARCH 15TH AND SEPTEMBER 15TH. 1.DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE. 2.LAWN MAINTENANCE: A.WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE-SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING REGRADING IF NECESSARY). B.CONTRACTOR RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN UNTIL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE WATERING/IRRIGATION SCHEDULE TO OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS SET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY. C.CONTRACTOR SHALL REESTABLISH 95% (MIN) COVERAGE FOR ALL DISTURBED AREAS OF VEGETATION WITHIN 60 DAYS OF SUBSTANTIAL COMPLETION. CONTRACTOR SHALL PROVIDE SEED AND/OR SOD THAT MATCHES THE ADJACENT LAWN AREA. UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE BROOM-CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, AND ALL OTHER OPERATIONS (SUCH AS RE-STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY PLANT CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER'S REPRESENTATIVE. MAINTENANCE AFTER THE CERTIFICATION OF ACCEPTABILITY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS IN THIS SECTION. CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE TO COVER LANDSCAPE AND IRRIGATION MAINTENANCE FOR A PERIOD OF 90 CALENDAR DAYS COMMENCING AFTER ACCEPTANCE. 3.SUBGRADE EXCAVATION: CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED ROCK AND ROCK SUB-BASE FROM ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF 36". CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON-SITE SOURCE OR AN IMPORTED SOURCE. IF ROCK OR OTHER ADVERSE CONDITIONS OCCUR IN PLANTED AREAS AFTER 36" DEEP EXCAVATION BY THE CONTRACTOR, AND ADEQUATE PERCOLATION CAN NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE PLANTING DETAIL THAT ADDRESSES POOR DRAINAGE. 4.FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS HEREIN SPECIFIED AND REQUIRED. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY/GROWING SITE. 5.GENERAL: COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. CONFORM TO ACCEPTED HORTICULTURAL PRACTICES AS USED IN THE TRADE. UPON ARRIVAL AT THE SITE , PLANTS SHALL BE THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS STORED ON-SITE SHALL NOT REMAIN UNPLANTED FOR A PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES, METHODS CUSTOMARY IN GOOD HORTICULTURAL PRACTICES SHALL BE EXERCISED. 6.THE WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE PLANTING WITH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLANTS. 7.ALL PLANTING PITS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK, UNLESS SHOWN OTHERWISE ON THE DRAWINGS, AND BACKFILLED WITH THE PREPARED PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. TEST ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER PERCOLATION. IF POOR PERCOLATION EXISTS, UTILIZE "POOR DRAINAGE CONDITION" PLANTING DETAIL. TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED LANDSCAPE FOREMAN. 8.TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE INSTALLING TREES. 9.SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION E OF THESE SPECIFICATIONS. 10.TREES SHALL BE SET WITH ROOT BALL CENTERED IN PLANTING PIT WITH ROOT FLARE 2" ABOVE ADJACENT SOIL ELEVATION. SHRUBS SHALL BE SET STRAIGHT AT AN ELEVATION THAT, AFTER SETTLEMENT, THE TOP OF ROOT BALL SHALL BE EVEN WITH TOP OF PLANTING BED. PLANTING SOIL MIXTURE SHALL BE BACKFILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER TAMPING). 11.AMEND PINE AND OAK PLANT PITS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. ALL OTHER PLANT PITS SHALL BE AMENDED WITH ENDOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. PROVIDE PRODUCT INFORMATION SUBMITTAL FOR SOILNOC SRT ADVANCED MYCORRHIZAL INOCULUM (OR EQUAL) PRIOR TO INOCULATION. 12.FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATER AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLY WET. PACK LIGHTLY WITH FEET. ADD MORE WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE, ONLY WITH MULCH. ALL BURLAP, ROPE, WIRES, BASKETS, ETC., SHALL BE REMOVED FROM THE SIDES AND TOPS OF BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH. 13.PRUNING: TREES SHALL BE PRUNED, AT THE DIRECTION OF THE OWNER OR OWNER'S REPRESENTATIVE, TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. ALL PRUNING TO BE PERFORMED BY LICENSED ARBORIST, IN ACCORDANCE WITH ANSI A-300. 14.SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 12", REMOVE AND DISPOSE ALL DEBRIS AND MIX TO ACHIEVE SOIL MIXTURE AS SPECIFIED IN SECTION E. THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION. 15.TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE LANDSCAPE ARCHITECT IN THE EVENT UNSUPPORTED TREES PLANTED UNDER THIS CONTRACT FALL AND DAMAGE PERSON OR PROPERTY. 16.MULCHING: PROVIDE A THREE INCH (MINIMUM) LAYER OF SPECIFIED MULCH OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND COVER, VINE BED, AND TREE PIT PLANTED UNDER THIS CONTRACT. 17.HERBICIDE WEED CONTROL: ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND-UP" SHALL BE APPLIED FOR WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S PRECAUTIONS AND SPECIFICATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE-EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER. (AS ALLOWED BY JURISDICTIONAL AUTHORITY) E. SOIL MIXTURE (PLANTING MEDIUM, PLANTING MIX, TOPSOIL MIX) 1.ALL PLANTING BED PIT BACKFILL AREAS TO BE PREPARED USING COMPOST, SHARP SCREENED SAND AND EXPANDED SHALE BY SOIL BUILDING SOLUTIONS, LIVING EARTH, OR APPROVED EQUAL. TILL SOIL AMENDMENTS INTO EXISTING SOIL TO DEPTHS PER PLANTING DETAILS (12" DEPTH MIN). FINISHED GRADES OF PLANTING BEDS TO BE 1" BELOW FINISHED GRADE OF ADJACENT CONCRETE MOW STRIP OR AS SHOWN ON GRADING PLAN. PLANTING BED PIT SOIL SHALL BE A MIXTURE OF APPROXIMATELY 50% WEED-FREE EXISTING SOIL, 35% COMPOST, 10% EXPANDED SHALE, AND 5% SCREENED SHARP SAND. 98.5% OF THE PLANTING BED PIT SOIL PARTICLES WILL PASS THROUGH A 1/2 INCH SCREEN AND 99% OR MORE SHALL PASS THROUGH A 3/4 INCH SCREEN. COLOR TO BE A MEDIUM BROWN WITH A WEIGHT OF 1900-2250 LBS. PER CUBIC YARD (DEPENDING ON THE MOISTURE CONTENT). 2.ALL SOD AND SEED AREAS TO BE PREPARED USING COMPOST AND SHARP SCREENED SAND, BY SOIL BUILDING SOLUTIONS, LIVING EARTH, OR APPROVED EQUAL. TILL SOIL AMENDMENTS INTO EXISTING SOIL TO DEPTHS PER PLANTING DETAILS (4" DEPTH MIN.). TOPSOIL SHALL BE A MIXTURE OF APPROXIMATELY 50% WEED-FREE EXISTING SOIL, 40% COMPOST, AND 10% SHARP SCREENED SAND. TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE, pH RANGE OF 6.0-6.5 WITH 25% (MIN) ORGANIC MATERIAL, AND FREE OF TRASH, DEBRIS, STONES, WEEDS AND TWIGS/BRANCHES. THE PARTICLE SIZES SHALL BE SUCH THAT 98.5% OF THE TOPSOIL WILL PASS THROUGH A 1/2 INCH SCREEN AND 99% OR MORE SHALL PASS THROUGH A 3/4 INCH SCREEN. TOPSOIL SHALL BE REVIEWED/APPROVED BY OWNER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR TO SUBMIT SAMPLES IN 1 GAL. (MIN) CONTAINER. 3.THE CONTRACTOR SHALL REESTABLISH ANY ADDITIONAL DISTURBED AREAS NOT SHOWN ON THE PLANS WITH A FULL COVERING OF SOD OR SEED. THE CONTRACTOR SHALL PROVIDE 4" DEPTH (MIN) PREPARED TOPSOIL IN ALL AREAS TO RECEIVE SEED OR SOD AT NO ADDITIONAL COST. 4.TREE PLANTING PITS SHALL BE BACKFILLED WITH COMPOST BY SOIL BUILDING SOLUTIONS, LIVING EARTH OR APPROVED EQUAL AND NATIVE SOIL. THE TOP 1/3 OF EACH TREE PIT SHALL RECEIVE BACKFILL MATERIAL OF 80% WEED FREE NATIVE SOIL AND 20% COMPOST. THE BOTTOM 2/3 OF EACH TREE PIT SHALL RECEIVE BACKFILL MATERIAL OF 100% WEED FREE NATIVE SOIL. 5.EXISTING SOIL USED IN PLANT BACKFILL AND TOPSOIL PREP SHALL BE REASONABLY FREE OF STONES, LIME, LUMPS OF CLAY, ROOTS AND OTHER FOREIGN MATTER. EXISTING SOIL SHALL HAVE A MINIMUM ORGANIC COMPOSITION OF 25% AND THE ACIDITY SHALL BE BETWEEN 5.0 AND 7.0 pH. CONTRACTOR SHALL SUBMIT A 1 GAL. MINIMUM SAMPLE OF THE EXISTING SOIL TO AN APPROVED TESTING FACILITY TO VERIFY COMPOSITION, ACIDITY AND ORGANIC CONTENT. 6.IF SOIL FAILS TO ACHIEVE THE AFOREMENTIONED pH AND ORGANIC COMPOSITION QUANTITIES, THE CONTRACTOR SHALL TILL AN ADEQUATE AMOUNT OF COMPOST IN TO THE EXISTING SOIL UNTIL IT MEETS THE REQUIREMENTS PRIOR TO COMBINING WITH OTHER SPECIFIED SOIL AMENDMENTS. 7.CONTRACTOR TO SUBMIT SAMPLES OF SOIL MIXTURE AND AMENDMENTS FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO PLANT INSTALLATION OPERATIONS COMMENCE. 8.WHERE LIME STABILIZED SOIL IS ENCOUNTERED, LAWN AREAS SHALL BE EXCAVATED TO A DEPTH OF 12", PLANT BEDS SHALL BE EXCAVATED TO A DEPTH OF 24", AND TREE PITS SHALL BE EXCAVATED TO A DEPTH OF 36", AND BACKFILLED WITH CLEAN NATIVE SOIL (E.5) AND APPROVED PLANTING SOIL (E.1-4). MULCH PRODUCT DATA TOPSOIL MIX AMENDMENT MIX/ PRODUCT DATA/ TEST RESULTS PLANTS PHOTOGRAPHS OF ONE (1) OF EACH SPECIES (OR TAGGED IN NURSERY) FERTILIZER PRODUCT DATA INNOCULANT PRODUCT DATA HERBICIDE PRODUCT DATA STAKING/GUYINGFOR ALTERNATE TO DETAILS: SEND PRODUCT DATA, DETAIL CLIENT-REQUESTED TAGGING MAY SUBSTITUTE PHOTOS. 1.GENERAL MATERIALS LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL. UPON SUBMITTALS' APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE. MATERIAL SUBMITTAL Methodist Southlake Hospital Detention Basin Replacement Project ZA21-0016 Response to Site Plan Review No. One –Revision No. 1 Concept Plan -Landscape Landscape Material Grasses Shrubbery Trees Detention Basin Section A-A Detention Basin Section B-B Detention Basin Section C-C Detention Basin Rendering –View South, Frontage Rd. Before After