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Item 6C - Plansrmg 0 Methodist SOUTHLAKE HOSPITAL Concept Plan - Landscape PLANT MtEGLLE SFR, SJq rE �.a cox � .us mrquw. au arml as ml+m+ CIL • I \.._, ��..` � � a mu.wrmoxwmmr w�e¢�.�x >tx� 4 • n =••rw � �v..,nu. r�.as,...u•. LIlYd EOIlT1LY4[.AM�GEYElOPYEIIl caoE r _ u�w�...o.l.a�4n...u... -=��- IGdl7Mbn - � Y 1 _ 1 w Q U A 0 ..Za.w.•ooro'.11n: u 4 L ANDPLAN DEVELOPMENT rmg Grasses : 2' — 8' Heights 2' — 8' Widths 0 Methodist SOUTHLAKE HOSPITAL Landscape Material i Shrubbery 2' — 5' Heights .:' 3' —10' Widths ,v�=. 8' — 50' Canopies 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist SOUTHLAKE HOSPITAL Retaining Wall Material — Stacked Stone Sandstone - Random Ashlar Pattern 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist SOUTHLAKE HOSPITAL Detention Basin Elevation/Section Study 620 A03' from Basin ST�TF r14 o sls 252from Basin 197' trom Basin ` 614 %;N 226' from Basin 613 115'irom Basin • EXIST, GRADF-- - 614.2 9 Z, -? I i 512 i ` 70P OF BANK: 193' from Basin 6 I # TOM OFF BOTBASIN EXIST- GRADE: '�, ♦ 657 - 612 4 EXIST. GRADE: 70P OF BANK: 6152 - 617.25 .anti W ] TOP DF BANK' M'� // t 617,25 MFt : � J Q IY OLU cn UO_ LULLJ ~ -i J �LU EX1A s L ANDPLAN DEVELOPMENT rmg 0 Methodist SOUTHLAKE HOSPITAL Detention Basin Section A -A 1 114 DISTANCE FROM FRONTAGE RD, Exienng Plantirgs —E State Highway 114 Pedeslhan Sight Line Existing Trail Vehicular Sight Line Properly Line y„ o} —I--I--- ------ I--ii.�a Ril—ir=n—n-n-T=n=1r=l-n—n i1-11-n=1�=il-n=n-n-n=n=�l T1=n=u=u-n=n=lt=it=u=n—n n—n—n il=Tl=n=n—n-a=.a=il= jl=it=31-11—n=n=n=it=n=lrlr L=u—n=n=Ti=n=n=n—n-1F=n 11=TI=It--Is=u=1L n=it=il-n=g Land—pe Plantings Section A -A MSH - Southlake Detention Basin GRAPHIC SCALE IN FEET Methodist Southlake Hospital, 421 E. State Hwy 114 0 5 10 20 Southlake, TX 76092 C V Y 2 b�CF I ^ lit 'W+qqa€i off nu,n_nn�s. n�tr s == Key Map xi9ting Tree oft Property Proposed Retaining Wall Pond Guard Rail W C~!}Y Q Q d x d ? U) W0O Q Q a F- U W W 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist 5OUTHLAKE HOSPITAL Detention Basin Section B-B Section b-i MSH - Southlake Detention Basin GRAPHIC SCALE IN FEET Methodist Southlake Hospital, 421 E. State Hwy 114 0 10 Z0 40 Southlake, TX 76092 Q 0=d H D 0 LU LU 0 O ob In a U w 9) 4 L ANDPLAN DEVELOPMENT rmg 0 Methodist 5OUTHLAKE HOSPITAL Detention Basin Section C-C r o e I js d ] EKisling Trail- 320' from Basin Rim e s 4 Property Line Existing Plamings a 5} u $4 Pedestdan Sight Line ��- 9 Highland Street n�ewvo s�reeei _ Landscape Screen _ ITIMgslkm Key Map Vehicu€er Sight Line Proposed Retaining Wall Guard Rail � 'g gg �E 2!i •!" � Retention Pond � $� :n a — f ri 11115 MID IV i U} Y JQ Q e a=a ��o 1 Wo= i 1 t 4 � U Section C-C Z O MSH - Southlake Detention Basin FEET V j ✓ 1.1HI° SCALE IN Methodist Southlake Hospital, 421 E. State Hwy 114 ° ]o zo U) 3; Southlake, TX 76092 4 L ANDPLAN DEVELOPMENT rMg Detention Basin Rendering —View South, Frontage Rd. Sidewalk II;^IA9 n w Y. 11-r View 0 Methodist SOUTHLAKE HOSPITAL Rendering, After Improvements 4 L ANDPLAN DEVELOPMENT PLANT SCHEDULE SF R 1yO �O ST�TF ��4 TREES 0 0 0 — CODE QTY BOTANICAL NAME COMMON NAME CONT CALIPER IV 3 ILEX VOMITORIA YAUPON HOLLY 45 GAL. 1-1/2" CAL. PC 5 PRUNUS CAROLINIANA CAROLINA LAUREL CHERRY 45 GAL. 1-1/2" CAL. QV 1 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 60 GAL. 4" CAL. MIN. TD 9 TAXODIUM DISTICHUM BALD CYPRESS 60 GAL. 3.5" CAL. MIN SIZE REMARKS 21 NORTH 6' HT. MIN. X 4-6' W. SINGLE, STRAIGHT LEADER. FULL & MATCHING. GRAPHIC SCALE IN FEET 6' HT. MIN. X 4-6' W. SINGLE, STRAIGHT LEADER. FULL & 0 10 20 40 MATCHING. 10-12' HT. X 6-8' W. SINGLE, STRAIGHT LEADER. FULL & MATCHING. 10-12' HT. X 6-8' W. SINGLE, STRAIGHT LEADER, FULL & MATCHING SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING AK 30 ABELIA X GRAND IFLORA 'KALEIDOSCOPE' KALEIDOSCOPE GLOSSY ABELIA 3 GAL. MIN. 18" HT. X 18" W. 36" O.C. °\ GF °y ss \ \ \ MP CS 47 CORTADERIA SELLOANA PAMPAS GRASS 5 GAL. MIN. 24" HT. X 24" W. 60" O.C. \ \ \ \ \ \ 20 AK v\ 19 3 \ \ \ \ NT IF 15 ILEX X ATTENUATA 'FOSTERI' FOSTER'S HOLLY 15 GAL. 36" HT. X 24" W. 72" O.C. w v v �GF O \ \ STEEL EDGE (TYP.) \ tiF . MG 36 MUHLENBERGIA CAPILLARIS 'GULF COAST' GULF COAST PINK MUHLY GRASS 5 GAL. MIN. 24" HT. X 24" W. 42" O.C. \ \ w REFER TO DETAIL L, SHEET L-300 \ v EXISTING TREES TO REMAIN (TYP.) REFER TO TREE PRESERVATION PLAN \ h MULCH (TYP.) \ hF PC MP 28 MYRICA PUSILLA DWARF SOUTHERN WAX MYRTLE 3 GAL. MIN. 24" HT. X 24" W. 48" O.C. V v v A CONTRACTOR TO 2 EXISTING LANDSCAPE TO REMAIN ' \ \ SOD TO LIMITS OF \ J \ CONTRACTOR TO REPAIR AND/OR ' DISTURBANCE (TYP.) \ \ \ \ �cF °y REPLACE ALL DAMAGED LANDSCAPE s \ \ \ F MATERIALS AND RETURN TO NL 37 NANDINA DOMESTICA'LEMON LIME' LEMON LIME NANDINA 3 GAL. MIN. 18" HT. X 18" W. 36" O.C. w PRE -CONSTRUCTION CONDITION (TYP.) .. PP NT 20 NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 3 GAL. MIN. 15" HT. X 15" W. 36" O.C. GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING o s SOD 41,976 SF CYNODON DACTYLON '419 HYBRID' BERMUDA GRASS SOD /i / Cs / gNllryj,, e / / F ° MULCH (TYP.) It STEEL EDGE (TYP.) REFER TO DETAIL L, SHEET L-300 E 4110 \ I �__7 4, ss \ O ss ss / n / \ MATCHLINE, SHEET L-201 o >- W CO _ ¢o� wrn(j)Fa Q K o) O �x¢ao NOTE: EVERGREEN ALTERNATIVES IN LIEU OF ORNAMENTAL GRASSES: • TEXAS SAGE • LOROPETALUM • VARIEGATED PRIVET • BURFORD HOLLY • EASTERN RED CEDAR CITY OF SOUTHLAKE LAND DEVELOPMENT CODE ZONING -SECTION 42 - BUFFERYARDS 42.4 DETERMINATION OF BUFFERYARD REQUIREMENTS Required Provided f. PLANT MATERIALS REQUIREDARE PER 100 LINEAR FEETOF PROPERTY LINE. HOWEVER, THE WI DTH OF APPROVED DRIVES CROSSING A BUFFERYARD MAY BE DEDUCTED FROM THE LENGTH OF THE PROPERTY LINE WHEN CALCULATING THE REQUIRED PLANTINGS. ALL YES YES BUFFERYARDS HAVETHEOPTION OF REDUCINGTHE REQUIRED PLANTINGS BYTWENTY PERCENT (20%) IF THE WIDTH OF THE BUFFERYARD IS DOUBLED. SH 114 R.O.W. (98 LINEAR FEET) - BUFFERYARD E REQUIRED PLANT MATERIALS 98 LF / 100 LF = 0.98 CANOPY TREES 1/100 LF REQUIRED 3 CANOPY TREES 0.8/100 LF (20% REDUCTION) 1CANOPYTREE *EXISTING LANDSCAPE 0.98 x 0.8 = 1 CANOPY TREE SATISFIES REQUIREMENTS ACCENT THE ES 2/100 LF REQUIRED 1.6/100 LF (20% REDUCTION) 2ACCENT TREES 2ACCENTTREES 0.98 x 1.6 = 2 ACCENT TREES SHRUBS 8/100 LF REQUIRED 7+SHRUBS 6.4/100 LF (20% REDUCTION) 7SHRUBS *EXISTING LANDSCAPE 0.98 x 6.4 = 7 SHRUBS* SATISFIES REQUIREMENTS WIDTH 10' WIDTH REQUIRED 10' WIDTH 20' WIDTH NOTE HEDGE-H1 HEDGE - H1 REQUIRED* HEDGE- H1 REQUIRED *EXISTING LANDSCAPE SATISFIES REQUIREMENTS STEEL EDGE (TYP.) REFER TO DETAIL L, SHEET L-300 MULCH (TYP.) CONTRACTOR TO SOD TO LIMITS OF DISTURBANCE (TYP.) I FULL & MATCHING. FULL & MATCHING. FULL & MATCHING. FULL & MATCHING. FULL & MATCHING. FULL & MATCHING. FULL & MATCHING. REMARKS SOD TO HAVE TIGHT, SAND -FILLED JOINTS, ROLLED. TO BE FREE OF WEEDS, PEST, & DISEASE. EAST PROPERTY LINE (563 LINEAR FEET) - BUFFERYARD A REQUIRED PLANT MATERIALS 563 LF / 100 LF = 5.63 CANOPY TREES 1/100 LF REQUIRED 1CANOPYTREES 0.8/100 LF (20% REDUCTION) 5 CANOPY TREES* *EXISTING LANDSCAPE 5.63 x 0.8 = 5 CANOPY TREE SATISFIES REQUIREMENTS ACCENT TREES 2/100 LF REQUIRED 6ACCENTTREES 1.6/100 LF (20% REDUCTION) 9ACCENTTREES* *EXISTING LANDSCAPE 5.63 x 1.6 = 9 ACCENT TREES SATISFIES REQUIREMENTS SHRUBS 8/100 LF REQUIRED 6.4/100 LF (20% REDUCTION) 36 SHRUBS 43 SHRUBS 5.63 x 6.4 = 36 SHRUBS` WIDTH S WIDTH REQUIRED 5' WIDTH 10' WIDTH NOTE NONE N/A N/A E. HIGHLAND ROAD R.O.W. (148 LINEAR FEET) - BUFFERYARD B REQUIRED PLANT MATERIALS 148 LF / 100 LF =1.48 CANOPY TREES 2/100 LF REQUIRED 4 CANOPY TREES 1.6/100 LF (20% REDUCTION) 3 CANOPY TREES *EXISTING LANDSCAPE 1.48 x 1.6 = 3 CANOPY TREES* SATISFIES REQUIREMENTS ACCENT TREES 3/100 LF REQUIRED 5ACCENT TREES 2.4/100 LF (20% REDUCTION) 4ACCENTTREES *EXISTING LANDSCAPE 1.48 x 2.4 = 4 ACCENT TREES SATISFIES REQUIREMENTS SHRUBS 101100 LF REQUIRED 12+SHRUBS 8/100 LF (20% REDUCTION) 12SHRUBS *EXISTING LANDSCAPE 1.48 x 8 = 12 SHRUBS* SATISFIES REQUIREMENTS WIDTH 10' WIDTH REQUIRED 10' WIDTH 20' WIDTH NOTE NONE N/A N/A NOTE: REFERENCE TREE PRESERVATION PLANS FOR EXISTING TREE INFORMATION. • Know what's below. Q ° Call before you dig. J CAUTION!! L 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. z 0 w ofz ui w U O o z O H N W co N W LLL CO w Q L O X U Q N O X _j ~ rn J O ❑ < J LL < O oM Of O= Q Z 0 (if(:5o o } O = � r J � Q W r W U) O ZLU O Y Z CD Ln N Ln p� LE Agm1i -7 FOR REVIEW ONLY Not for construction or permit purposes. Kimley*Horn R.L.A. JOHN A. FIELDER L.A. N. 2344 Date JUNE 2021 Z � O U o LLI o _ o) 0 cl) W F N U) U) % z Q o } m L0 o } m ❑ _ CDQ LU w z z w Y <n Q w ❑ ❑ U U) W H W C) �e Q J 0 J 0 = n Cr) �D0 W 0 z G co W Y Q 2 H 0 z Q J W Q U Z Q J SHEET NUMBER L-200 T CD I N Q N L W cm G z W U) Q U vd DISTURBANCE (TYP.) — — — — — — — — — — — — — — — — PRIVATE COMMERCIAL CONCRETE DRIVE w w w vV\ w w MATCHLINE, SHEET L-200 i I CONTRACTOR TO SOD TO LIMITS OF DISTURBANCE (TYP.) / __0 0— _� - L-1- -0- --_— -- — OHE OHE ORE OHE \-- EXISTING LANDSCAPE TO REMAIN CONTRACTOR TO REPAIR AND/OR REPLACE ALL DAMAGED LANDSCAPE MATERIALS AND RETURN TO PRE -CONSTRUCTION CONDITION (TYP.) E HIGHLAND ST W_ -w -w w— w w CONTRACTOR TO SOD TO LIMITS OF DISTURBANCE (TYP.) o m PLANT SCHEDULE TREES CODE QTY o v T m c c T EXISTING TREES TO REMAIN (TYP.) REFER TO TREE PRESERVATION PLAN Ic U � _j 0- LU n Z Q J � � Z I( Z LU J_ a Z m � in Q I r IV 3 PC 5 QV 1 TD 9 BOTANICAL NAME ILEX VOMITORIA PRUNUS CAROLINIANA QUERCUS VIRGINIANA TAXODIUM DISTICHUM GRAPHIC SCALE IN FEET 0 10 20 40 COMMON NAME CONT CALIPER SIZE REMARKS YAUPON HOLLY 45 GAL. 1-1/2" CAL. 6' HT. MIN. X 4-6' W. SINGLE, STRAIGHT LEADER. FULL & MATCHING. CAROLINA LAUREL CHERRY 45 GAL. 1-1/2" CAL. 6' HT. MIN. X 4-6' W. SINGLE, STRAIGHT LEADER. FULL & MATCHING. SOUTHERN LIVE OAK 60 GAL. 4" CAL. MIN. 10-12' HT. X 6-8' W. SINGLE, STRAIGHT LEADER. FULL & MATCHING. BALD CYPRESS 60 GAL. 3.5" 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 47 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 41,976 SF CYNODON DACTYLON '419 HYBRID' BERMUDA GRASS SOD SOD TO HAVE TIGHT, SAND -FILLED JOINTS, ROLLED. TO BE FREE OF WEEDS, PEST, & DISEASE. G TREES TO REMAIN (TYP.) TO TREE PRESERVATION PLAN UILUIINU LIIVt ° m 0�0 i 1 l --—— — — — — — — CONTRACTOR TO — SOD TLIMITS OF DISTURR BANCE (TYTYP.) 707 s " 0 = EXISTING TREES TO REMAIN (TYP.) REFER TO TREE PRESERVATION PLAN - — — — — — — — — — — — — — — — — - - OF;E OHE — O — _ _ — — — — — — — H E — O H E ORE • Know what's below. Q 41 ; Call before you dig. CAUTION!! L 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. W W 3: O o U z O H W N -,o NILL Cli ILLN W W Q O Ln Q X ~ 0 X � ~ °' 2 O ) jj < Q J Qz U_ o 0 z �oo`o w O W J 2 Q W O � � rn Y W J 7:1 LU Z 3:2 LLI O O z z o I o(y) FOR REVIEW ONLY Not for construction or permit purposes. Kimley*Horn R.L.A. JOHN A. FIELDER L.A. N. 2344 Date JUNE 2021 z YY LL Q J J U o rn Wo _ U)O N Q W t 0 z o LU m o _ o w z z LU U Y � U cn W 0 0 2 U Q w F_ W U) J 0= O W p = L v W Y Q F_ O U) SHEET NUMBER L-201 T Q 9 r Q N WW cW G z W U) Q U ROOTB, LIMITS OF PLANT 2-1/2X - 3X Rootball Diameter " ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. 1Tree Planting 1. TRUNK 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 2.5X-3X THE SIZE OF ROOTBALL. 4. FINISHED GRADE (SEE GRADING PLAN). 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. 9. BACKFILL MATERIAL PER SPECIFICATIONS. NOTES: A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. C. SEE PRE -APPROVED STAKING METHODS, THIS SHEET SECTION N.T.S. 1. FINISHED GRADE (SEE GRADING PLAN). 2. HORIZONTAL 2X2 SCREWED TO 2X2 STAKE. ALL WOOD SHALL BE #2 UNTREATED. 3. 3-1/2" DRYWALL SCREW, THREAD 3X ROOTBALL SIZE 12, SHARP POINT, FULL DIAMETER THREAD, BLACK PHOSPHATE 1 FINISH 2 4. VERTICAL STAKES SHALL ABUT SIDE OF ROOTBALL 5. STAKES TO EXTEND INTO NATIVE O SOIL BY 1-1/2 X THE ROOTBALL DEPTH MIN. I -_III -I NOTE: M I I- A. IF SPATIAL REQUIREMENTS PRECLUDE STAKING WITH THIS I METHOD, SUBMIT ALTERNATE -III- III -III -III -I I I- FOR LANDSCAPE ARCHITECT'S =1 I I -III- -I -III-III-III -iTl--III_ = = APPROVAL PRIOR TO INSTALLING 4 I I-1 PLANT. 2 5 " REFER TO DETAILS B AND D FOR PLANTING SECTION Staking - up to 65 gal. or B&B to 3-1/2" Cal. SECTION PARKING ISLAND, SIDE DETAIL CAR DOOR +3,-0„ TO CENTER OF NEAREST SHRUB 2,_0111 Y i.0 s d, MIN. CLEAR lam, I I ±3'-0" TO CENTER OF NEAREST SHRUB 1 N.T.S. II � 2 PARKING ISLAND, NOSE -IN DETAIL 1 1. INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. MULCH SHALL BE MIN. 3" DEEP. 2. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDE 3. CURB OR PARKING LOT EDGE, BY OTHERS 4, CONTRACTOR TO PROVIDE ALTERNATE BID TO PROVIDE DECOMPOSED GRANITE BED IN LIEU OF MULCH FOR REVIEW OF OWNER. Parking Space/Curb PlantingSpace/Curb Planting SECTION Vim= Qo< w nv��a QWvi0� �x'ao r N.T.S. Y120' 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. 2" x 4" x T (MIN), P.T. WOOD STAKES BURIED 3" BELOW FINISHED GRADE. 6. FINISHED GRADE (SEE GRADING PLAN) NOTES: A. ALL TREES SHALL BE PLUMB VERTICALLY 4 WITHIN A TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. 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 6 PRE -APPROVED SYSTEMS: "BROOKS TREE BRACE SYSTEM _ IIIII -I � III(ff "ARBOR TIE TREE BRACING = I I D. v RUBBER HOSE/WIRE SYSTEMS ARE NOT - I l i l l l III III=III=III=III I I ill I ALLOWED. II -II =-_- I_III-III_III-I 5 I -III Ill I III-ll= -III-ll III- ' REFER TO DETAILS B AND D FOR PLANTING Large Tree Staking - 100 Gal + or B&B 4" + SECTION 0 ROOTBALL LIMITS OF TREE/ SHRUB PIT i C +18.. Poor Drainage Condition PLAN / SECTION 5 N.T.S. 1. FINISH GRADE 2. BACKFILL WITH PREPARED PLANTING SOIL MIX AS SPECIFIED. 3. FILTER CLOTH, MIRAFI 50OX OR BETTER 4. SOIL MIX COMBINED WITH 30% (MIN.) EXPANDED SHALE. 5. SLOPE BOTTOM TO DRAIN 6. ±18" O AUGURED HOLE PENETRATE THROUGH OCCLUDING LAYER A DEPTH OF T TO ASSURE PROPER PERCOLATION. INSTALL 4" PVC PIPE WITH VENTED CAP. 7. BACKFILL WITH 1/2" - 3/4" GRAVEL. NOTES: 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. B. REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL INFORMATION. NOTES: 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. Plantings Adjacent to Buildings/Walls SECTION N.T.S. N.T.S. BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. REFER TO PLANT SCHEDULE FOR SPACING MAINTAIN 12" DEAD ZONE AT BED EDGE (TYP) BED EDGE 'x' " ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. Shrub / Groundcover Planting NOTES: 1. FIND POINT WHERE TOPMOST ROOT EMERGES FROM TRUNK WITHIN 2" OF SURFACE. CLEAR EXCESS SOIL IF NECESSARY. 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. 8. SCARIFY ROOTBALL SIDES AND BOTTOM. PLAN / SECTION N.T.S. 1. 6'H "PERIMETER PLUS" CONSTRUCTION FENCE BY CONWED PLASTICS OR OWNER'S REPRESENTATIVE APPROVED EQUAL. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO INSTALLATION. 2. 8' TALL METAL "T" POSTS OR 2" x 2" X 8' PRESSURE TREATED WOOD POSTS WITH 24" BURIAL BELOW GRADE. JM'IN. NOTES: A. POST SELECTION SHOULD BE BASED ON EXPECTED STRENGTH NEEDS AND THE ELEVATION LENGTH OF TIME FENCE WILL BE IN PLACE. FLEXIBLE FIBERGLASS ROD POSTS ARE RECOMMENDED FOR PARKS, ATHLETIC DRIP LINE, EVENTS AND CROWD CONTROL INSTALLATIONS. i' TYP. METAL "T" POSTS OR TREATED WOOD POSTS ARE TYPICALLY USED FOR CONSTRUCTION X AND OTHER APPLICATIONS. B. POSTS SHOULD BE DRIVEN INTO THE i GROUND TO A DEPTH OF 1/4 OF THE HEIGHT OF THE POST. FOR EXAMPLE, A 8' POST SHOULD BE SET AT LEAST Z INTO THE 6' 8' GROUND. PLAN O.C. C. SPACE POSTS EVERY 6' (MIN.) TO 8' (MAX.). D. SECURE FENCING TO POST WITH NYLON CABLE TIES (AVAILABLE FROM CONWED PLASTICS). WOOD STRIPS MAY BE ALSO BE USED TO PROVIDE ADDITIONAL SUPPORT ig id AND PROTECTION BETWEEN TIES AND POSTS. NOTE: IF WIRE TIES ARE USED, AVOID DIRECT CONTACT CORNER CONNECTION WITH FENCE. WIRE MAY DAMAGE FENCE OVER TIME. CONNECTION Tree/Shrub Protector SECTION N.T.S. PLANTER ISLAND NOTES: 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. Planted Parking Lot Islands / Medians SECTION N.T.S. EXISTING C (DA ' ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. 1 Planting on a Slope PLAN / SECTION 4'-0" ,_�: �; i TAT11, \' 411� yl T-6" , I , I T-6" 'FRONT' OF HYDRANT (TOWARDS CURB) 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). 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. 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. 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. NOTES: A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. C. SEE PRE -APPROVED STAKING METHODS, THIS SHEET N.T.S. 1. FIRE HYDRANT 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. 3. PROVIDE A MULCH. 3" DEPTH MIN.. SURROUNDING AREA INDICATED. Fire Hydrant Clear Zone PLAN N.T.S. 1. DIFFERENT PLANTING TREATMENTS 2. METAL EDGING 3. BED SOIL. 12" MINIMUM DEPTH. REF: NOTES AND/OR SPECS FOR MIX. & DEPTH. 4. NATIVE SOIL 5. 4" TOPSOIL. REF: NOTES AND/OR SPECS FOR MIX. & DEPTH. Steel Edging SECTION N.T.S. Know what's below. Q Call before you dig. J CAUTION!! L 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. O Iz W w 3: O o d z O W m N ILILLLt N ILL w Q O Q `� ~ 0 X ~ °' g O ) U) Q o J Q U- Z (D JO O= Q Z 0 �o o w o o W C J - OW � -M rn Y W -j 7:1 LLI Z 3:2 LU O O Z o L O FOR REVIEW ONLY Not for construction or permit purposes. Kimley*Horn R.L.A. JOHN A. FIELDER L.A. N, 2344 Date JUNE 2021 Z Y Y LL Q � O U o C\J wo X:oM U) N Lu ap Q a LO z w m _ o w z z U Y co o o U U) LLI H W U) - v J Q 0 Q J 0= F-D0 W p = L v W Y Q J 2 H D O W J W W U U) 0 Z J SHEET NUMBER L-300 F Q O r Q N W W z W U) Q U GENERAL LANDSCAPE SPECIFICATIONS AND NOTES MIm r a s a U N O W T J- � � M LL Q < x M 7 m 0 O J >'- U U) J �NLia �04Wo xN c x N d Y o �- wm= ¢o� wrnu�Fa < co 0 C7 �x¢ao A. SCOPE OF WORK 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. 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. C. PROTECTION OF EXISTING PLANT MATERIALS OUTSIDE LIMIT OF WORK 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. D. MATERIALS 1. GENERAL MATERIALS LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL. UPON SUBMITTALS' APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE. MATERIAL SUBMITTAL 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. 2. PLANT MATERIALS INDICATE SIZES (HEIGHT/WIDTH) AND QUALITY PER SPEC. 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. 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). F. WATER 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. G. FERTILIZER 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. H. MULCH 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. I. DIGGING AND HANDLING 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. J. CONTAINER GROWN STOCK 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. K. COLLECTED STOCK 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. L. NATIVE STOCK 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. M. MATERIALS LIST 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 N. FINE GRADING 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. O. PLANTING PROCEDURES 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. 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) P. LAWN SODDING/ SEEDING 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. Q. CLEANUP 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. R. PLANT MATERIAL MAINTENANCE 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. S. MAINTENANCE (ALTERNATE BID ITEM) CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE FOR MAINTENANCE FOLLOWING THE INITIAL 90-DAY MAINTENANCE PERIOD ON A COST -PER -MONTH BASIS. T. FINAL INSPECTION AND ACCEPTANCE OF WORK 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. U. WARRANTY 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. Know what's below. Q Call before you dig. J CAUTION!! L 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. c L a Y ri z 0 60 w m ofz U O o z H N w co 00 cn M N w v N Q O N � U Q X M 2 O �~ Q J O < O ❑ Q z (3 J o Of Q 0o��z o o } O C o r J S Q w N 2 w D rn Y J U) LLI Y z O O z o LO N � O v pH LE R� FOR REVIEW ONLY Not for construction or permit purposes. Kimley*Horn R.L.A. JOHN A. FIELDER L.A. No. 2344 Date JUNE 2021 Z Y Y Q � O J J � U o ")� _ M wo (n c9 Q r m d LO p Z ❑ m ❑ _ O w z z w Y < 2 U W cn ❑ ❑ U U) X LU H W Q 0 J �_ 0=^ I..L VJ �D0 W� Z 2 V) W Y Q J 2 H O U) W z �O U Q cn U Q U J � C!) SHEET NUMBER L-301 T N Q N Mw 00 G z w U) Q U \ TREE PROTECTION FENCE (TYP.) REFER TO DETAIL A, THIS SHEET TREE PROTECTION FENCE (TYP.) REFER TO DETAIL A, SHEET L-100 05 \ it rti _l MATCHLINE, SHEET L-101 SS SS I I i 1 r�. EXISTING TREES TO REMAIN (TYP.) REFER TO THIS SHEET & SHEET L-101 EXISTING LANDSCAPE TO REMAIN. CONTRACTOR TO REPAIR AND/OR REPLACE ALL DAMAGED LANDSCAPE MATERIALS AND RETURN TO PRE -CONSTRUCTION CONDITION (TYP.) TREE PROTECTION FENCE (TYP.) REFER TO DETAIL A, THIS SHEET TREE PROTECTION FENCE (TYP.) REFER TO DETAIL A, SHEET L-100 GRAPHIC SCALE IN FEET 0 10 20 40 SOUTHLAKE METHODIST - EXISTING TREE SURVEY TAG# DBH COMMON NAME SCIENTIFIC NAME CONDITION MULTI -STEMMED BUFFERYARD CREDIT 8001 5.2 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8002 5.4 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8003 4.9 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8004 3.2 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8005 3.0 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8006 3.0 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8007 6.1 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8008 6.6 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8009 6.0 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8010 9.9 Live Oak Quercus virginiana Healthy Single E. HIGHLAND 1 CANOPY 8011 10.4 Live Oak Quercus virginiana Healthy Single E. HIGHLAND 1 CANOPY 8012 9.1 Live Oak Quercus virginiana Healthy Single E. HIGHLAND 1 CANOPY 8013 9.0 Live Oak Quercus virginiono Healthy Single E. HIGHLAND 2 UNDERSTORY N/A Unkn. Crape Myrtle Lagerstroemia indica Healthy Multi E. HIGHLAND 1 UNDERSTORY N/A Unkn. Crape Myrtle Lagerstroemia indica Healthy Multi E. HIGHLAND 1 UNDERSTORY N/A Unkn. Crape Myrtle Lagerstroemia indica Healthy Multi E. HIGHLAND 1 UNDERSTORY N/A Unkn. Crape Myrtle Lagerstroemia indica Healthy Multi E. HIGHLAND 1 UNDERSTORY N/A Unkn. Crape Myrtle Lagerstroemia indica Healthy Multi E. HIGHLAND 1 UNDERSTORY 8014 24.0 Hackberry Celtis laevigata Healthy Multi OFF PROP. N/A 8015 9.3 Hackberry Celtis laevigata Healthy Single OFF PROP. N/A 8016 11.5 Hackberry Celtis laevigata Healthy Single OFF PROP. N/A 8017 14.9 Hackberry Celtis laevigata Healthy Single OFF PROP. N/A 8018 14.5 American Elm Ulmus americans Healthy Single EAST PROP. 2 CANOPY 8019 27.0 American Elm Ulmus americans Healthy Multi EAST PROP. 2 CANOPY 8020 13.0 Callery Pear Pyrus calleryono Healthy Multi EAST PROP. 3 UNDERSTORY 8021 17.0 White Mulberry Morus albs Declining Multi EAST PROP. N/A 8022 2.6 Shumard Oak Quercus shumardii Declining Single SH114 N/A 8023 2.2 Shumard Oak Quercus shumardii Healthy Single SH114 1 CANOPY 8024 2.2 Shumard Oak Quercus shumardii Declining Single SH114 N/A 8025 1.9 Shumard Oak Quercus shumardii Declining Single N/A N/A 8026 2.2 Shumard Oak Quercusshumardii Declining Single N/A N/A 8027 2.5 Shumard Oak Quercusshumardii Healthy Single N/A N/A 8028 5.4 Shumard Oak Quercusshumardii Hazard Single N/A N/A 8029 7.1 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8030 5.6 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8031 5.0 1 Cedar Elm Ulmus crassifolia Healthy7_ Single N/A N/A 36" v N KEEP OUT TREE PROTECTION SPANISH . NO HEAVY NO STORAGE EQUIPMENT • NO DUMPING TRANSLATION • NO PARKING • NO GRADING PROJECT GENERAL ARBORIST CONTRACTOR TEXT PHONE # PHONE # TREE PROTECTION SIGN ENLARGEMENT TREE PROTECTION SIGN SPACED EVERY 50' O.C. MINIMUM ALONG THE FENCE (REF. ENLARGEMENT) CROWN DRIP LINE OR OTHER LIMIT OF TREE AND PLANT PROTECTION AREA SEE TREE PROTECTION PLAN FOR FENCE LAYOUT t 1=: T 8'-0" (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 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) MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS L�~ ROOT PRUNING TRENCH (TYP., REF. TREE AND PLANT PROTECTION SPECIFICATIONS) L 6" (TYP.) STANDARD TREE PROTECTION FENCING Know what's below. ° Call before you dig. r Scale: NTS 10 J CAUTION!! L 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. MI Z 0 Cn LLW °I Z �■ ui W U W CD z O I- N W co M co N Ui W W Q , O En co X U Q N F O X LU ~ � � J O Q ❑ Q LL Z CD J o CD CD of Q z 0 �2 o (D o } O = Q W QO r LU W H Y J �::) U) LLI 3:2 LU O Z O Z CD En N Ln Q ■� 'IT pG OE LONOHL%RYI FOR REVIEW ONLY Not for construction or permit purposes. Kimley*Horn R.L.A. KATHERINE A. UTECHT L.A. No 3318 Date MARCH 2O21 Z Y Y Q O J J Y O LLIcD N = O o) W CND = cn U) �� Q U o� Q CO m m ❑ Q Q o Z Z Y Y Q U)LU Q w U) ❑ ❑ U U) Q w F_ F.- W C) �e J 0= Cr) O W 0 z G co W Y Q 2 H O U) Z 0 F_ W Z C/ / W J r 0. W W SHEET NUMBER L-100 T 0 I N Q N L W m Z W U) Q U WI' / 1 PRIVATE COMMERCIAL CONCRETE DRIVE W W W MATCHLINE, SHEET L-100 UN I AUULU UNANt RAYN I Lt5 (5) REFERENCE EXISTING TREE SURVEY, THIS SHEET 1111W E HIGHLAND ST W - 13HE TREE PROTECTION FENCE (TYP.) REFER TO DETAIL A, SHEET L-100 TREE PROTECTION FENCE (TYP.) REFER TO DETAIL A, 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 TREE PROTECTION FENCE (TYP.) REFER TO DETAIL A, SHEET L-100 EXISTING TREES TO REMAIN (TYP.) REFER TO THIS SHEET & SHEET L-100 GRAPHIC SCALE IN FEET 0 10 20 40 SOUTHLAKE METHODIST - EXISTING TREE SURVEY TAG# DBH COMMON NAME SCIENTIFIC NAME CONDITION MULTI -STEMMED BUFFERYARD CREDIT 8001 5.2 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8002 5.4 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8003 4.9 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8004 3.2 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8005 3.0 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8006 3.0 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8007 6.1 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8008 6.6 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8009 6.0 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8010 9.9 Live Oak Quercus virginiana Healthy Single E. HIGHLAND 1 CANOPY 8011 10.4 Live Oak Quercus virginiana Healthy Single E. HIGHLAND 1 CANOPY 8012 9.1 Live Oak Quercus virginiana Healthy Single E. HIGHLAND 1 CANOPY 8013 9.0 Live Oak Quercus virginiana Healthy Single E. HIGHLAND 2 UNDERSTORY N/A Unkn. Crape Myrtle Lagerstroemia indica Healthy Multi E. HIGHLAND 1 UNDERSTORY N/A Unkn. Crape Myrtle Lagerstroemia indica Healthy Multi E. HIGHLAND 1 UNDERSTORY N/A Unkn. Crape Myrtle Lagerstroemia indica Healthy Multi E. HIGHLAND 1 UNDERSTORY N/A Unkn. Crape Myrtle Lagerstroemia indica Healthy Multi E. HIGHLAND 1 UNDERSTORY N/A Unkn. Crape Myrtle Lagerstroemia indica Healthy Multi E. HIGHLAND 1 UNDERSTORY 8014 24.0 Hackberry Celtis laevigata Healthy Multi OFF PROP. N/A 8015 9.3 Hackberry Celtis laevigata Healthy Single OFF PROP. N/A 8016 11.5 Hackberry Celtis laevigata Healthy Single OFF PROP. N/A 8017 14.9 Hackberry Celtis laevigata Healthy Single OFF PROP. N/A 8018 14.5 American Elm Ulmus americans Healthy Single EAST PROP. 2 CANOPY 8019 27.0 American Elm Ulmus americans Healthy Multi EAST PROP. 2 CANOPY 8020 13.0 Callery Pear Pyrus calleryana Healthy Multi EAST PROP. 3 UNDERSTORY 8021 17.0 White Mulberry Morus albs Declining Multi EAST PROP. N/A 8022 2.6 Shumard Oak Quercusshumardii Declining Single SH114 N/A 8023 2.2 Shumard Oak Quercus shumardii Healthy Single SH114 1 CANOPY 8024 2.2 Shumard Oak Quercus shumardii Declining Single SH114 N/A 8025 1.9 Shumard Oak Quercus shumardii Declining Single N/A N/A 8026 2.2 Shumard Oak Quercus shumardii Declining Single N/A N/A 8027 2.5 Shumard Oak Quercusshumardii Healthy Single N/A N/A 8028 5.4 Shumard Oak Quercusshumardii Hazard Single N/A N/A 8029 7.1 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8030 5.6 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A 8031 5.0 Cedar Elm Ulmus crassifolia Healthy Single N/A N/A MI m z 0 w CIZ ri � U O o Z I- N W fn M N W N W LLL Cq Q O Ln N � U Q X O 2i LU Q J < O ❑ Q z (D_j o Q 0 o� °z F o > O r- r J LIJ = Q W N �_ W O a) Y J ZLU Y O O Z o Lr) N Lr) Q pG OE LONOHL%RS7 FOR REVIEW ONLY Not for construction or permit purposes. KimleylMorn R.L.A. KATHERINE A. UTECHT L.A. No 3318 Dote MARCH 2O21 Z Y Y Q O J J Y O LLIcD N = O o) W CND = cn U) �� Q U ❑� Q CO w m ❑ Q Q LU Z LD m Z Y Y Q U) Q w U) ❑ ❑ U U) Q w F_ U)Q Q 0=n Cr) 0O w Y Q F_ W W W- Know whafs below. Q Call before you dig. J CAUTION!! L 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. Z 0 F_ /N Ii W Z C/ / W J r 0. W W SHEET NUMBER L-101 T 0 O I N Q N L MW W Z W U) Q U MI eo �D S x ` � \ \ \ 441 \ vvv % \ R=77.00' \ \ \ CB N48W46"E O A Z / C61.80' \ \ \� J m LOT 3R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT D213057720 LOT 1 R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT D213057720 FOREST PARK MEDICAL CENTER MULTI LEVEL STUCCO BUILDING LOT 2R, BLOCK 2, REVISED SUMMERPLACE ADDITION VOL. 388-96, PG. 53 P.R.T.C.T. N24°51'35"E- 20.78' N65°08'25"W 15.00' EXISTING 26' FIRE W I LANE, ACCESS, o DRAINAGE & UTILITY N WW EASEMENT I EXISTING 10' ONCOR EASEMENT DOC. NO. D212058867 E HIGHLAND ST — PRIVATE RESIDENTIAL CONCRETE DRIVE 1\ EXISTING 10' ONCOR EASEMENT DOC. NO. D212058867 o^ EXISTING WATER AND I� SANITARY SEWER \ A=1°17'05" EASEMENT R=7529.44' \ L=168.81' \ CB=S59°28'53"E � C=168.81' 1 95 rrwrvar-u 10 � DRAINAGE EASEMENT EXISTING OFFSITE 15' SANITARY SEWER EASEMENT XI /EXISTING 15' \ \ DRAINAGE IN, EASEMENT ZONING: NR PUD L.U.D. = MIXED USE NORTH OF S.H. 114 \ \ \ \ \ \ \ IN, \ \ \ \ \ \ JALL \ \ \ LOT 1, BLOCK 1 BRIGHTBILL ADDITION VOL. 388-162, PG. 73 P.R.T.C.T. GRAPHIC SCALE IN FEET 40 20 0 40 GENERALNOTES 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. I) z 0 w O Iz W w 3: O o U z O H CV W OMO , N W LLLL ,I-N Q O � Q `� x H U O X -i ~ O < Q J -j LL z ❑ (D J < C) c)ZFE WY Q >-O oo ❑ MJ - W � rn WO J W W Z O Y O ZLO 0 N LO O cl) FOR REVIEW ONLY NOT FOR CONSTRUCTION PURPOSES K i m lenvo) H o r n Engineer JEFFREY DOLIAN P.E. No. 114926 Date MAR. 22, 2021 U C) No O U W N = O V N U) } [W -0 �t Q = 0U Q m ow m m o Q �' w Z Z Y Y U LLI LLLI Of 2 to ❑ ❑ U 67 Q x W H 1 LLJ z CL I 0 z o L 0= = W U) mo W F Aged ; ; etl / } d I LLLL I 'LLI � 2' BETWEEN FIRE LANE, m / ACCESS & UTILITY EASEMENT O 0 1NG / AND DRAINAGE EASEMENT FER =NT EXISTING DETENTION / EASEMENT 30' BUILDING LINE I N88°49'39"W 1035.6� /— z EXISTING / • 15- WATER EASEMENT \ Know what's below. J E PRIVATE COMMERCIAL Call before you dig. COMMERCIAL CONCRETE DRIVE / / o PRIVATE COMMERCIAL / N GRAVEL DRIVE O L T/ _ PRIVATE RESIDENTIAL — — — — — — JAMES MILNER AND SPOUSE CONCRETE DRIVE — — MARY J. MILNER INST. NO. D202374749 D.R.T.C.T. / J CAUTION!! L 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. m SHEET NUMBER C-1 01 CD C? N N W m 75 D z w Q U A=1°17'05" R=7529.44' �\ O \ \ \ �\ �F 1 �y�� L 168.81' S� \ \ \ \\ \ \ CB=S59°28'53"E F \: Iy �\ A 47°19'18" R=77.00' L=63.60' - I CB=N48°33'46"E ti C=61I80' )000- LT STD =PR' \\ \` oy G PP SS I I \ \ \� SS �N24°51'35"E \\ 1 ( I I �� / 617.25 TW 20.78' 1 607.00 BW 61 8 O o 14 \ SS I I I � I I 613 ��� � N65°08'25"W \ I I I ' �� \ \ 15.00 \ N24°51'35"E \ I I 617.25 TW / 617.25 TW \ 10.00' \ I I I I 608.00 BW Ej'b+r 1 607.00 BW I / \ \ FUTURE BUILDING I I I r �� A=51 °23'13" v� S�475' A R=120.00' 1 / I� 082 L=107.62' / co \ _ m \ I CB=S4°43'26"W C=104.05' O cO (CON � I 617.25 TW � I / / I 608.00 B40 W C.0 I/ I DETENTION 100 YR m / A\ l I I WSE = 615.72 I V 617.25TW 617.25 TW \ 1 607.00 BW \ a �I 1 608.00 BW O LT sTD FUTURE SITE PAVING 1� \ 1 J( 1 \ \ 1 I 1 c l 0 I I 61 \ \ \ Ti Ow 6". c may/ � 1 N \ \ \ / a\ s IN IN \\ \� \ IN IN �-- TOP OF DETENTION = 617.25 \ Il a FEMA 100 YR WSE = 613.25 \� \ PROPOSED RETAINING WALL \ \ 7 7-.,, (.0 cy) I 10 I co \ \\ I I \ \ \ 617.25 TW \ o v DU PS R I � I v I / 608.00 BW \ 60a \ \ � \ I r0 617.25 TW GW co 00 \�� ( 04 A� A 6 �, \ / co co C �c m (0 � \ \ LT STD /rc, PP \ \ / EM I 1 I V A V A I 617.25 TW I / I I j N I \� \ \ 617.25 TW \ \ I I co sea 54'oo"w \ i I N l \ V A I 1 19.69' I 1 I I ( II I v v I I yy 1 I I \I 1 I 04 `\( m I I I I l \ p ^h I 1 O /LT S \\ �Xotio� °�LO I I II \ I LO I m I 2 EXISTING RETAINING "'SHd ,Sbd \ ✓/ ;//%/� ,�s= f / / WALL TO REMAIN. Nbd REMOVE AND REPLACE ` y� bsNd b,,bd bbd / 7" PCC FIRELANE PAVEMENT TO SUPPORT / JS" a e bd 'sN d bd DETENTION REMOVAL. S,� d bN bd JS�Nd bJ bbd / Hd bJ Hb d �Hd bN�b d / S�Hd NNbdd JS,H JNh i L / / I ___ S� JNh JS•N J , , / I / -_ blJ ybbd blJiNb a a L� I bhsbdd d I d Jry I � d / I �Nd JN (� fll _ \ blJ�Sbbd **A 0077 �- �- - \W ELT STD W W WINl i W �- W W LT STD W _T/ ine E MARI, 01\1- \ I ^� m ^^ / O ! ---- -� I /-------- PP REMOVE AND REPLACE - 7" PCC FIRELANE PAVEMENT TO SUPPORT DETENTION REMOVAL. r fvl - Gas FM FM / / / / / GM WM �-----FM FM FM FM F GRAPHIC SCALE IN FEET 0 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. LEGEND PROPOSED CONTOURS EXISTING CONTOURS TOP OF PAVEMENT ELEVATION 506.5OTP TOP OF GRATE INLET ELEVATION 506.5 ITG TOP OF LANDSCAPE ELEVATION 506.5OT MATCH EXISTING ELEVATION 506.50ME TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION 596.00TW 1596.00BW DRAINAGE ARROW -�> SWALE > HIGH POINT ----------- SURVEY NOTES 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. Know what's below. Q ® Call before you dig. O J CAUTION!! L 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. m m z 0 W m o lz W W 3: O o U z O F- LU N . N W W Q O LOx Q N~ U O) O < a 0 ;OON(� J -j W Z J 0 O � Q Z > �o o o W J W O H rn Y W 7:1 LU Z 3: 2 Y O O E Z z(y) o LO o It FOR REVIEW ONLY NOT FOR CONSTRUCTION PURPOSES KimleyA) Horn Engineer JEFFREY DOLIAN P.E. No. 114926 Date MAR. 22, 2021 -J >Q o N o > O U w INQ [W a t Q 0 U m o m m o = O W z Z Y Y Q J W U cn M 0� M 2 U 07 w F- LLI U) 0= VJ 0 W 0 = VJ W Y Q 2 I- 0 SHEET NUMBER C-1 02 T O N N W m z W U) Q U m Detention Pond - Volume Summary Table Elevation Area (ft2) Area (ac) Volume (ac-ft) Volume (ft^3) 606.60 0 0.00 0.00 0 607.00 4269 0.10 0.02 854 608.00 9540 0.22 0.18 7,758 609.00 9670 0.22 0.40 17,363 610.00 9823 0.23 0.62 27,110 611.00 9945 0.23 0.85 36,993 612.00 10062 0.23 1.08 46,997 613.00 10176 0.23 1.31 57,116 614.00 10285 0.24 1.55 67,346 615.00 10385 0.24 1.78 77,681 616.00 10485 0.24 2.02 88,115 617.00 10581 0.24 2.26 98,648 617.25 10607 0.24 2.33 101,297 U C N EX. 30" RCP w U / O N � / C4/ / J 05„ k' I i 144' PROP. SPILLWAY 53°E LOCATION (SEE DETAIL 3.81' THIS SHEET) / ~'o m 13 PROPOSED 15' / N DRAINAGE EASEMENT E m N i a / F- �k l o @ % 0 PHE Detention Pond - Water Suface Elevation Summary Storm Event Elevation Volume 2-yr Elevation (MRM Calcs) = 612.85 1.28 10-yr Elevation (MRM Calcs) = 613.80 1.50 100-yr Elevation (MRM Calcs) = 615.72 1.96 roAl 618 M _ s sop r- -- H !! _ 0 1 2 40 _-----M 19����- / Z / / / _ - ,� 62p M / s \ A=51°23'13" POND OUTFALL II IIAIr%TIr1Al Qr1V /C'CC co l�fl/11VIVCL kJCC 625 620 615 610 605 - 622 / / HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=2' PROP. RETAINING REF. STRUCTURAL FOR DETAILS 2' F WALL. PLANS 100 YEAR WATER SURFACE ELEVATION = 616.2 PROP. OUTFAL STRUCTURE. REF. DETAIL - THIS � SHEET FL = 606.60 0+00 1+00 SECTION B-B STA. 0+00 TO STA. 2+49 2+00 2+49 625 620 615 610 605 / o� - boo X� /l -620-- - -�_621-- SO°5� POND OUTFALL JUNCTION BOX DETAILS WSEL100-YR=615.72 615.25 co OPENING #2 j 614.00 I WSEL10-YR=613.80 WSEL2_YR=612.85 I I I I - 24" �{ N OPENING #1 L i - J 606.60 FRONT VIEW N.T.S. WEIR CALCULATIONS: ORIFICE CALCULATIONS: Q = C*L*H1.5 Q = C*A*(2*g*H)0.5 C = 3.0 C = 0.6 g = 32.2 FT/S2 OPENING #1 OPENING #2 A=3.33 FT2 A=0.72 FT2 INVERT ELEVATION = 606.60 INVERT ELEVATION = 614.00 H = WSEL - DOWNSTREAM HGL H = WSEL - CENTROID 5' TOP VIEW WSEL2-YR = 612.85 DOWNSTREAM HGL 2-YR = 612.83 WSEL10-YR = 613.80 DOWNSTREAM HGL10_vR = 612.90 WSEL100-YR = 615.72 DOWNSTREAM HGL100-YR = 613.20 Detention Pond - Outfall Structure Summary Design g Storm Elevation Tailwater Opening #1 Opening #2 Total Orifice Orifice Actual Max 2-year 612.85 612.83 2.22 0.00 2.22 12.11 10-year 613.80 612.90 15.22 0.00 15.22 20.16 100-year 615.72 613.20 25.50 4.10 29.60 29.63 N.T.S. NOTE: IF THE DOWNSTREAM HGL IS GREATER THAN THE CENTROID THEN THE DOWNSTREAM HGL WAS USED IN THE ORIFICE CALCULATION. Q = C*L*H1.5 Qundetained = 98.53 cfs H = 1.5' 1 II C=3.0 L= 18.0' - 18.0' - EMERGENCY SPILLWAY DETAIL N.T.S. 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. 01 �OPoI�� 2.p 0/0 0 �P�2.0 �- 6.0' -{ PILOT CHANNEL N.T.S. VARIABLE 6' PILOT VARIABLE PROP. RETAINING WIDTH CHANNEL WIDTH PROP. RETAINING WALL WALL 100- YEAR WSE: 616.25' VARIABLE SLOPE -VARIABLE SLOPE SEE PILOT CHANNEL DETAIL SECTION A -A N.T.S. mM z O w O Iz w W 3: O o U z O W m N N W W Q O Q `� x U OO X �~ M g O a COW J Q Z Z 3 0 o o w O � J w O ' 2 w 5 Li Z § 2 Y O O 3� z o I O FOR REVIEW ONLY NOT FOR CONSTRUCTION PURPOSES Kimley* Horn Engineer JEFFREY DOLIAN P.E. No. 114926 Date MAR. 22, 2021 � Q 0> Wo N O > O � 0 co N [w 10 a� Q 0 U Q m m = O 02 w o z coo Z Y Y Q J W U cn o 0 2 U co a x w `- W J 0 J O= _ U) FAO wp= G U) W Y Q 2 H 0 SHEET NUMBER C-1 03 T 0 9 N Q N w cm C z w U7 Q U W m nLT STD " vv W W W W W W n LT STD W W E HIGHLAND ST —W W— W -- �N W �€ _OHS sFR��c S SRO T�9T �o F PP \ \ \ A=1 ° 17'05" 7� \ �cF R=7529.44' \ \ \ L=168.81' \ \ \ C=168.81' 53"E OHE�H� U) U) PROPOSED 15' UI DRAINAGE EASEMENT w / co J U of / J a W CL / m o DPP vv w W W +W -Q H — — — — — O H E — — — H — — — — — — - GRAPHIC SCALE IN FEET 40 20 0 40 LEGEND PROPERTY LINE PROPOSED CONTOURS EXISTING CONTOURS FUTUREIMPROVEMENTS PROPOSED STORM EXISTING STORM Know what's below. Q ® Call before you dig. O J CAUTION!! L 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. w 3: O o U z O W m N LLLL Cj LL W Q Cj O U-) Q N N(_) ~ U O) ~ O U)L Q J Q z z 0 CD o W O � c J � W QO H � rn 2 JW 7:1 LU Z 3: 2 Y O O z z o LO I O(y) PRELIMINARY FOR REVIEW ONLY NOT FOR CONSTRUCTION PURPOSES KimleyA) Horn Engineer JEFFREY DOLIAN P.E. No. 114926 Date MAR. 22, 2021 Wo N O > O U N W� W t Q 0 U Q m m o Q z m Z Y Y Q J U W 2 cn o 0 U Q x LLI H W U) 0 J 0= U) O W 0 = G U) W Y Q J F- 0 SHEET NUMBER C-1 04 T 0 N Q N W 00 75 z W U) Q U Runoff Collection Point Distance Between Collection Points (ft.) Contributing System or Inlet/Structure Drainage Area Runoff Coeff. „ C Increm. CA Total CA Time of Concentration 100-Year Intensity (in./hr.) Q-100 Runoff (c.f.s.) Inlet Bypass (c.f.s.) Pipe Capacity (c.f.s.) Number of Pipes/ Boxes Pipe Dia. (in.) RCB n Sf (ft./ft.) HGL Head Loss Calculations Design HGL (Elev.) Invert Elevation Design Slope of p Pipe T/C (Elev.) Incremental Area Total Area (ac. ) Downstream Station Upstream Station Inlet (min.) min. Sec Time (min.) System min. (min.) Width ft. ( ) Height ft. ( ) Downstream Elev. (Elev.) Upstream (Elev.) Elev. V1-in ft./sec. ( ) V2-out ft./sec. ( ) Q1-in (c.f.s.) Q2-out (c.f.s.) 2 V1 /2G (ft.) 2 V2 /2G (ft.) Kj From (ft.) To (ft.) No. Area (ac.) 1 2 3 4 5 6 7 8 9 10 11 12 14 16 17 18 20-A 20-B 20-C 20-D 20 21 22 23 24 25 26 27 31 33 34 35 STORM LINE A 393.04 435.09 42.05 MANHOLE A 4.07 4.07 0.80 3.26 3.26 15.93 0.20 16.13 7.79 25.36 125.14 1 36 0.013 0.00145 617.56 617.62 0.00 3.59 0.00 25.36 0.00 0.20 0.50 617.82 612.64 614.12 3.52% 619.49 289.20 393.04 103.84 GARAGE CONNECTION A-4 0.37 4.44 0.80 0.30 3.55 0.44 16.57 7.74 27.50 125.14 1 36 0.013 0.00170 617.39 617.57 3.59 3.89 25.36 27.50 0.20 0.24 1.25 617.56 608.98 612.64 3.52% 617.54 285.56 289.20 3.64 PC 4.07 0.80 0.00 3.55 0.02 16.59 7.65 27.19 125.14 1 36 0.013 0.00166 617.26 617.27 3.89 3.85 27.50 27.19 0.24 0.23 0.43 617.39 608.86 608.98 3.52% 100.06 285.56 185.50 GARAGE CONNECTION A-3 0.37 4.81 0.80 1 0.30 3.85 0.74 17.33 7.65 29.44 36.53 1 36 1 0.013 0.00195 616.92 617.28 3.85 4.17 27.19 29.44 0.23 0.27 1.25 617.26 608.30 608.86 0.30% 84.69 100.06 15.37 PC 4.81 0.80 0.00 3.85 0.06 17.39 7.51 28.90 36.53 1 36 0.013 0.00188 616.68 616.71 4.17 4.09 29.44 28.90 0.27 0.26 0.20 616.92 608.25 608.30 0.30% 15.92 84.69 68.77 60° WYE A-1, A-2 1.18 5.99 0.80 0.94 4.79 0.23 17.62 7.50 35.93 36.53 1 36 0.013 0.00290 616.34 616.54 4.09 5.08 28.90 35.93 0.26 0.40 1.00 616.68 608.05 608.25 0.30% 10.92 15.92 5.00 30' BEND 5.99 0.80 0.00 4.79 0.02 17.63 7.46 35.73 36.53 1 36 0.013 0.00287 616.01 616.02 5.08 5.05 35.93 35.73 0.40 0.40 0.20 616.34 608.03 608.05 0.30% 0.00 10.92 10.92 45e BEND 5.99 0.80 0.00 4.79 0.04 17.67 7.45 35.72 36.53 1 36 0.013 0.00287 615.72 615.75 5.05 5.05 35.73 35.72 0.40 0.40 0.35 616.01 608.00 608.03 0.30% �100YRWSELof Proposed Detention Pond STORM LAT. A-1 15.36 69.93 54.57 CURB INLET A-1 0.52 0.52 0.80 0.42 0.42 10.00 0.42 10.42 9.24 3.84 30.75 1 18 0.013 0.00134 617.10 617.17 0.00 2.18 0.00 3.84 0.00 0.07 1.25 617.24 610.07 614.74 8.57% 619.00 0.00 15.36 15.36 STORM LAT. A-2 A-2 0.66 1.18 0.80 0.53 0.94 0.05 10.47 9.12 8.61 30.75 1 18 0.013 0.00672 616.68 616.78 2.18 4.87 3.84 8.61 0.07 0.37 0.75 617.10 608.75 610.07 8.57% ' Storm Line A HGL at STA: 00+15.92 STORM LAT. A-2 0.00 84.18 84.18 CURB INLET A-2 0.66 0.66 0.80 0.53 0.53 10.00 0.51 10.51 9.24 4.88 29.15 1 18 0.013 0.00216 617.10 617.28 0.00 2.76 0.00 4.88 0.00 0.12 1.25 617.40 610.13 616.61 7.70% 621.00 Storm Lat A-1 HGL at STA: 00+15.36 STORM LAT. A-3 0.00 70.29 70.29 GARAGE CONNECTION A-3 0.37 0.37 0.80 0.30 0.30 10.00 0.34 10.34 9.24 2.74 10.53 1 12 0.013 0.00589 616.68 617.10 0.00 3.48 0.00 2.74 0.00 0.19 1.25 617.28 609.61 615.75 8.74% 617.86 Storm Line A HGL at STA: 02+85.56 STORM LAT. A-4 0.00 43.65 43.65 GARAGE CONNECTION A-4 0.37 1 0.37 1 0.80 1 0.30 1 0.30 1 10.00 1 0.21 1 10.21 1 9.24 1 2.74 8.29 1 12 0.013 10.00589 616.92 617.17 0.00 1 3.48 1 0.00 1 2.74 1 0.00 1 0.19 1 1.25 1 617.36 1 611.37 1 613.73 5.41%14 617.86 Storm Line A HGL at STA: 03+93.04 STORM LINE B 17.57 179.55 161.98 CURB INLET B 3.87 3.87 0.80 3.10 3.10 11.54 0.70 12.24 8.81 27.28 66.70 1 36 0.013 0.00167 616.56 616.83 0.00 3.86 0.00 27.28 0.00 0.23 1.25 617.06 607.18 613.95 1.00% 6.18 17.57 11.39 45' BEND 3.87 0.80 0.00 3.10 0.05 12.29 8.62 26.70 66.70 1 36 0.013 0.00160 616.40 616.42 3.86 3.78 27.28 26.70 0.23 0.22 0.35 616.56 607.06 607.18 1.00% 0.00 6.18 6.18 45e BEND 3.87 0.80 0.00 3.10 0.03 12.32 8.61 26.66 66.70 1 36 0.013 0.00160 616.25 616.26 3.78 3.77 26.70 26.66 0.22 0.22 0.35 616.40 607.00 607.06 1.00% DETENTION SYSTEM CALCULATIONS MODIFIED RATIONAL METHOD DESIGN FREQUENCY = 100 YEAR STORM ALLOWABLE RELEASE RATE (EX. CONDITIONS): DRAI NAG AREA (A) 15.49 AC TIME OF CONC. (Tc) 15.0 MIN RAI N FALL I NTENSITY (1) 7.98 I N/HR RUNOFF COEFFICIENT (C) 0.30 ALLOW. SITE DISCHARGE 37.06 CFS PROPOSED CONDITIONS: ON -SITE DETAINED RUNOFF: DRAI NAG AREA (A) 13.39 AC TIME OF CONC. (Tc) 10.0 MIN RAINFALL INTENSITY (1) 9.24 I N/HR WEIGHTED COEFFICIENT (C) 0.80 UNDETAINED RUNOFF 98.53 CFS ALLOWABLE DISCHARGE 29.63 CFS ACTUAL DISCHARGE 29.60 CFS PROPOSED BYPASS DRAI NAG AREA (A) 2.52 AC TIME OF CONC. (Tc) 15.0 MIN RAI NFALL I NTENSITY (1) 7.98 I N/HR WEIGHTED COEFFICIENT (C) 0.37 UNDETAINED RUNOFF 7.43 CFS TIME (MIN) Iloo C VALUE AREA (AC) RUNOFF (CFS) INFLOW (FT) OUTFLOW (FT) STORAGE (FT) 10 9.24 0.80 13.39 98.53 59,115 17,760 41,355 15 7.98 0.80 13.39 85.01 76,507 22,200 54,307 20 7.05 0.80 13.39 75.09 90,109 26,640 63,469 30 5.76 0.80 13.39 61.41 110,545 35,520 75,025 40 4.91 0.80 13.39 52.35 125,638 44,400 81,238 50 4.30 0.80 13.39 45.85 137,560 53,280 84,280 60 3.84 0.80 13.39 40.95 147,402 62,160 85,242 70 3.48 0.80 13.39 37.09 155,784 71,040 84,744 80 3.19 0.80 13.39 33.98 163,088 79,920 83,168 90 2.95 0.80 13.39 31.40 169,565 88,800 80,765 100 2.74 0.80 13.39 29.23 175,388 97,680 77,708 110 2.57 0.80 13.39 27.38 180,683 106,560 74,123 120 2.42 0.80 13.39 25.77 185,541 115,440 70,101 130 2.29 0.80 13.39 24.36 190,031 124,320 65,711 140 2.17 0.80 13.39 23.12 194,210 133,200 61,010 180 1 1.81 1 0.80 1 13.39 1 19.31 1 208,553 168,720 1 39,833 220 1.57 0.80 13.39 16.68 220,230 204,240 15,990 260 1.38 0.80 13.39 14.75 230,135 239,760 -9,625 300 1.24 0.80 13.39 13.27 238,771 275,280 -36,509 Ly NO O X N .. N O U) N M M X g Z O N.4 D O00 O J i R N J U o Q m N Z X N J Y LUm= Qom L U , U) a Q a 0 X d 0 <== CONTROLS 1.96 AC -FT DETENTION SYSTEM CALCULATIONS MODIFIED RATIONAL METHOD DESIGN FREQUENCY = 10 YEAR STORM ALLOWABLE RELEASE RATE (EX. CONDITIONS): DRAI NAG AREA (A) 15.49 AC TIME OF CONC. (Tc) 15 MIN RAINFALL INTENSITY (1) 5.53 I N/H R RUNOFF COEFFICIENT (C) 0.30 ALLOW. SITE DISCHARGE 25.69 CFS PROPOSED CONDITIONS: ON -SITE DETAINED RUNOFF: DRAI NAG AREA (A) 13.39 AC TIME OF CONC. (Tc) 10 MIN RAINFALL INTENSITY (1) 6.51 I N/H R WEIGHTED COEFFICIENT (C) 0.80 UNDETAINED RUNOFF 69.41 CFS ALLOWABLE DISCHARGE 20.16 CFS ACTUAL DISCHARGE 15.22 CFS PROPOSED BYPASS DRAI NAG AREA (A) 2.52 AC TIME OF CONC. (Tc) 15.0 MIN RAINFALL INTENSITY (1) 5.53 I N/H R WEIGHTED COEFFICIENT (C) 0.37 UNDETAINED RUNOFF 5.15 CFS TIME (MIN) lio C VALUE AREA (AC) RUNOFF (CFS) INFLOW (FT) OUTFLOW (FT) STORAGE (FT) 10 6.51 0.80 13.39 69.41 41,649 9,133 32,516 15 5.53 0.80 13.39 58.93 53,038 11,416 41,622 20 4.83 0.80 13.39 51.45 61,735 13,699 48,036 30 3.88 0.80 13.39 41.39 74,507 18,265 56,242 40 3.27 0.80 13.39 34.90 83,749 22,832 60,917 50 2.84 0.80 13.39 30.32 90,953 27,398 63,555 60 2.52 0.80 13.39 26.90 96,845 31,964 64,880 70 2.27 0.80 13.39 24.24 101,827 36,530 65,297 80 2.07 0.80 13.39 22.11 106,145 41,097 65,049 90 1.91 0.80 13.39 20.36 109,957 45,663 64,294 100 1.77 0.80 13.39 18.90 113,372 50,229 63,143 110 1.66 0.80 13.39 17.65 116,467 54,796 61,672 120 1.55 0.80 13.39 16.57 119,299 59,362 59,937 130 1.47 0.80 13.39 15.63 121,911 63,928 57,983 140 1.39 0.80 13.39 14.80 124,337 68,495 55,842 180 1.15 0.80 13.39 12.28 132,625 86,760 45,865 220 0.99 0.80 13.39 10.56 139,337 105,025 34,312 260 0.87 1 0.80 13.39 1 9.30 1 145,006 1 123,290 1 21,716 300 0.78 1 0.80 13.39 1 8.33 1 149,932 1 141,555 1 8,376 <== CONTROLS 1.5 AC -FT DETENTION SYSTEM CALCULATIONS MODIFIED RATIONAL METHOD DESIGN FREQUENCY = 2 YEAR STORM ALLOWABLE RELEASE RATE (EX. CONDITIONS): DRAINAGE AREA (A) 15.49 AC TIME OF CONC. (Tc) 15 MIN RAINFALL INTENSITY (1) 3.32 I N/HR RUNOFF COEFFICIENT (C) 0.30 ALLOW. SITE DISCHARGE 15.43 CFS PROPOSED CONDITIONS: ON -SITE DETAINED RUNOFF: DRAINAGE AREA (A) 13.39 AC TIME OF CONC. (Tc) 10 MIN RAINFALL INTENSITY (1) 4.06 I N/HR WEIGHTED COEFFICIENT (C) 0.80 DETAINED RUNOFF 43.28 CFS ALLOWABLE DISCHARGE 12.11 CFS ACTUAL DISCHARGE 2.22 CFS PROPOSED BYPASS DRAINAGE AREA (A) 2.52 AC TIME OF CONC. (Tc) 15.0 MIN RAI NFALL I NTENSITY (1) 3.32 I N/HR WEIGHTED COEFFICIENT (C) 0.37 UNDETAINED RUNOFF 3.09 CFS TIME (MIN) 12 C VALUE AREA (AC) RUNOFF (CFS) INFLOW (FT) OUTFLOW (FT) STORAGE (FT) 10 4.06 0.80 13.39 43.28 25,965 1,333 24,632 15 3.32 0.80 13.39 35.38 31,843 1,667 30,177 20 2.82 0.80 13.39 30.10 36,121 2,000 34,121 30 2.20 0.80 13.39 23.42 42,157 2,666 39,491 40 1.81 0.80 13.39 19.33 46,392 3,333 43,059 50 1.55 0.80 13.39 16.55 49,639 4,000 45,639 60 1.36 0.80 13.39 14.52 52,268 4,666 47,602 70 1.22 0.80 13.39 12.97 54,478 5,333 49,146 80 1.10 0.80 13.39 11.75 56,386 5,999 50,386 90 1.01 0.80 13.39 10.75 58,065 6,666 51,399 100 0.93 0.80 13.39 9.93 59,566 7,333 52,233 110 0.87 0.80 13.39 9.23 60,924 7,999 52,925 120 0.81 0.80 13.39 8.63 62,165 8,666 53,500 130 0.76 0.80 13.39 8.12 63,309 9,332 53,977 140 0.72 0.80 13.39 7.66 64,370 9,999 54,371 180 1 0.59 0.80 13.39 6.30 67,992 12,665 55,327 220 0.50 0.80 13.39 5.37 70,921 15,332 55,589 260 0.44 0.80 13.39 4.70 73,391 17,998 55,392 300 0.39 0.80 13.39 4.20 75,534 20,665 54,870 <== CONTROLS 1.28 AC -FT z 0 w w CIz W w 3: O o U z O H W N C N rLWL - CD N W W Q O Q N X ~ U O X � ~ °' g O ) U)W Q 0 J Q z U J C)� 6 O= Q Z FE0 o o w O W � J :2w Q w O H � rn Y J 7:1 LU Z 3: 2 Y O O z Z o I O(y) FOR REVIEW ONLY NOT FOR CONSTRUCTION PURPOSES Kimley>>> Horn Engineer JEFFREY DOLIAN P.E. No. 114926 Date MAR. 22, 2021 WC:, N C)O > U N W-0 0_ t Q 0 U Q m m m o Q z Z Y Y Q J U W 2 cn o 0 U Q X W H W U) 0 = n V/ O W 0 = L V W Y Q J I- 0 W z 0 Z J Q D 0�U 0 J a U SHEET NUMBER C-1 05 T Q 9 N N w cm C z W U) Q U