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SOUTHLAKE HOSPITAL
Concept Plan - Landscape
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2' — 8' Heights
2' — 8' Widths
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SOUTHLAKE HOSPITAL
Landscape Material
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2' — 5' Heights
.:' 3' —10' Widths
,v�=. 8' — 50' Canopies
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L ANDPLAN
DEVELOPMENT
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SOUTHLAKE HOSPITAL
Retaining Wall Material — Stacked Stone
Sandstone - Random Ashlar Pattern
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L ANDPLAN
DEVELOPMENT
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SOUTHLAKE HOSPITAL
Detention Basin Elevation/Section Study
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115'irom Basin •
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SOUTHLAKE HOSPITAL
Detention Basin Section A -A
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DISTANCE FROM FRONTAGE RD,
Exienng Plantirgs
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Section A -A
MSH - Southlake Detention Basin GRAPHIC SCALE IN FEET
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Southlake, TX 76092
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5OUTHLAKE HOSPITAL
Detention Basin Section B-B
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MSH - Southlake Detention Basin GRAPHIC SCALE IN FEET
Methodist Southlake Hospital, 421 E. State Hwy 114 0 10 Z0 40
Southlake, TX 76092
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L ANDPLAN
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SOUTHLAKE HOSPITAL
Rendering, After Improvements
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DEVELOPMENT
PLANT SCHEDULE
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TREES
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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.
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ss \ \ \ MP CS 47 CORTADERIA SELLOANA PAMPAS GRASS 5 GAL. MIN. 24" HT. X 24" W. 60" O.C.
\ \ \ \ \ \ 20 AK
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3 \ \ \ \ NT IF 15 ILEX X ATTENUATA 'FOSTERI' FOSTER'S HOLLY 15 GAL. 36" HT. X 24" W. 72" O.C.
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\ \ 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.
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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
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SOD 41,976 SF CYNODON DACTYLON '419 HYBRID' BERMUDA GRASS SOD
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MULCH (TYP.) It
STEEL EDGE (TYP.)
REFER TO DETAIL L, SHEET L-300
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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.
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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.
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Kimley*Horn
R.L.A. JOHN A. FIELDER
L.A. N. 2344 Date JUNE 2021
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SHEET NUMBER
L-200
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DISTURBANCE (TYP.)
— — — — — — — — — — — — — — — —
PRIVATE COMMERCIAL
CONCRETE DRIVE
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CONTRACTOR TO
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MATERIALS AND RETURN TO
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TREES CODE QTY
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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
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REFER TO TREE PRESERVATION PLAN
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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.
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FOR REVIEW ONLY
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Kimley*Horn
R.L.A. JOHN A. FIELDER
L.A. N. 2344 Date JUNE 2021
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SHEET NUMBER
L-201
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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
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-III- -I -III-III-III
-iTl--III_
= = APPROVAL PRIOR TO INSTALLING
4
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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,
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±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
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N.T.S.
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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
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Large Tree Staking - 100 Gal + or B&B 4" +
SECTION
0
ROOTBALL
LIMITS OF TREE/ SHRUB PIT
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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
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'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.
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FOR REVIEW ONLY
Not for construction or permit purposes.
Kimley*Horn
R.L.A. JOHN A. FIELDER
L.A. N, 2344 Date JUNE 2021
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SHEET NUMBER
L-300
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GENERAL LANDSCAPE SPECIFICATIONS AND NOTES
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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.
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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.
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FOR REVIEW ONLY
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Kimley*Horn
R.L.A. JOHN A. FIELDER
L.A. No. 2344 Date JUNE 2021
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SHEET NUMBER
L-301
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\ TREE PROTECTION FENCE (TYP.)
REFER TO DETAIL A, THIS SHEET
TREE PROTECTION FENCE (TYP.)
REFER TO DETAIL A, SHEET L-100
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MATCHLINE, SHEET L-101
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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
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10
J CAUTION!! L
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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.
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R.L.A. KATHERINE A. UTECHT
L.A. No 3318 Date MARCH 2O21
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REFERENCE EXISTING TREE SURVEY, THIS SHEET
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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
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KimleylMorn
R.L.A. KATHERINE A. UTECHT
L.A. No 3318 Dote MARCH 2O21
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CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO
EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING
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MULTI LEVEL
STUCCO BUILDING
LOT 2R, BLOCK 2,
REVISED
SUMMERPLACE ADDITION
VOL. 388-96, PG. 53
P.R.T.C.T.
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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.
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COMMERCIAL
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/ N GRAVEL DRIVE O L
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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
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CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO
EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING
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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.
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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.
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KimleyA) Horn
Engineer JEFFREY DOLIAN
P.E. No. 114926 Date MAR. 22, 2021
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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
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05„ k' I i
144' PROP. SPILLWAY
53°E LOCATION (SEE DETAIL
3.81'
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13
PROPOSED 15' /
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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.
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Engineer JEFFREY DOLIAN
P.E. No. 114926 Date MAR. 22, 2021
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LEGEND
PROPERTY LINE
PROPOSED CONTOURS
EXISTING CONTOURS
FUTUREIMPROVEMENTS
PROPOSED STORM
EXISTING STORM
Know what's below.
Q ® Call before you dig.
O
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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.
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KimleyA) Horn
Engineer JEFFREY DOLIAN
P.E. No. 114926 Date MAR. 22, 2021
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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
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Kimley>>> Horn
Engineer JEFFREY DOLIAN
P.E. No. 114926 Date MAR. 22, 2021
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