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BEVERLY GARDENS PARK
LILY POND GARDEN
BLOCK 14 AT BEVERLY DRIVE TO CANON DRIVE, BEVERLY HILLS, CA 90210
Prepared for:
THE CITY OF BEVERLY HILLS
455 N. Rexford Drive, Beverly Hills, CA 90210
OWNER/CLIENT
City of Beverly Hills
455 N. Rexford Drive
Beverly Hills, CA 90210
Phone: 310.285.1188
Contact: Department of Community Services
LANDSCAPE ARCHITECT
Mia Lehrer and Associates
185 S. Myers Street
Los Angeles, CA 90010
Phone: 213.384.3844
Contact: Holly Kuwayama
GENERAL NOTES
1. INSTALL ALL IMPROVEMENTS IN ACCORDANCE WITH CITY REQUIREMENTS. IN CASE OF DISCREPANCY
BETWEEN THESE PLANS AND THE CITY REQUIREMENTS, THE MOST STRINGENT REQUIREMENTS WILL
APPLY.
2. A VISIT TO THE SITE IS REQUIRED. VERIFY ALL CONDITIONS PRIOR TO SUBMITTING A PROPOSAL OF
COST FOR CONSTRUCTION.
3. REVIEW THESE PLANS AND NOTES COMPLETELY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT IMMEDIATELY UPON DISCOVERY.
4. EXTRA WORK TO BE APPROVED IN WRITING BY THE OWNER PRIOR TO COMMENCEMENT OF WORK.
5. IT IS THE RESPONSIBILITY OF THE SUB-CONTRACTORS TO FAMILIARIZE THEMSELVES WITH ALL
GRADE DIFFERENCES, LOCATION OF WALLS, UTILITIES, SEWERS, WATER LINES, ETC. COORDINATE
WORK WITH OTHER SUB-CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES
UNDER PAVING, ELECTRICAL CONNECTIONS, WATER HOOK-UPS, ETC.
6. ALL REQUIREMENTS OF THE UNIFORM BUILDING CODE SHALL APPLY TO THE WORK SPECIFIED
HEREIN UNLESS OTHERWISE MODIFIED BY THESE DOCUMENTS.
7. OBTAIN ALL PERMITS REQUIRED TO COMPLETE THE WORK SPECIFIED PRIOR TO COMMENCEMENT OF
WORK.
8. BEFORE COMMENCING ANY WORK, OBTAIN AN UNDERGROUND SERVICE I.D. BY CALLING
DIG- ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION.
9. CONTRACTOR TO COORDINATE A PRE-CONSTRUCTION MEETING ON SITE TWO (2) WORKING DAYS
PRIOR TO START OF CONSTRUCTION. NOTIFY OWNER, LANDSCAPE ARCHITECT, AND ALL
SUB-CONTRACTORS.
10. SUBMIT REQUESTS FOR MEETINGS, OBSERVATIONS, AND APPROVALS BY THE LANDSCAPE
ARCHITECT TWO (2) WORKING DAYS PRIOR TO THE DATE AND TIME PROPOSED.
11. OBTAIN CITY INSPECTOR'S AND LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL OF WORK IN
PROGRESS AT VARIOUS TIMES DURING CONSTRUCTION. THE FOLLOWING REVIEWS/MEETINGS ARE
MANDATORY. PROVIDE TWO (2) WORKING DAYS NOTICE FOR EACH REQUESTED VISIT.
*PRE-JOB CONFERENCE
*CONSTRUCTION STAKING
*MAIN LINE PRESSURE TEST AND TRENCH DEPTHS PRIOR TO BACKFILL OF TRENCHES
*COVERAGE TEST UPON COMPLETION OF SPRINKLER INSTALLATION
*FINAL GRADING REVIEW
*PLANT MATERIAL LOCATION REVIEW
*PLANT MATERIAL APPEARANCE AND QUALITY REVIEW
*SOIL PREPARATION AND PLANTING INSTALLATION METHODS
*FINAL WALK THROUGH (AT COMPLETION OF PLANTING INSTALLATION)
*FINAL WALK THROUGH (AT COMPLETION OF MAINTENANCE PERIOD)
DIRECT ANY QUESTIONS REGARDING THESE PLANS TO :
Mia Lehrer + Associates
185 S. Myers Street
Los Angeles, CA. 90033
213.384.3844
ATTN: Holly Kuwayama
VICINITY MAP n.t.s
L-0.00 COVER SHEET
L-0.01 CITY DOCUMENTS
L-0.02 CITY DOCUMENTS
L-1.00 DEMOLITION PLAN & NOTES
L-1.20 DEMOLITION DETAILS
L-2.00 CONSTRUCTION NOTES
L-2.01 CONSTRUCTION PLAN
L-2.20 CONSTRUCTION DETAILS
L-2.21 CONSTRUCTION DETAILS
L-3.00 PLANTING NOTES
L-3.01 PLANTING PLAN
L-3.20 PLANTING DETAILS
SHEET INDEX
COVER SHEET
L-0.00
NOTE:
1.SEPARATE PERMIT REQUIRED FOR WORK
PROPOSED IN PUBLIC RIGHT OF WAY.
100%
C
D / B
ID
S
ET
Sheet Number:
Date:
File Name:
Sheet Title:
Submittals:
Project No:
BEV2016
Project Title:
Beverly Gardens Park
BLOCK # 14:
City of Beverly Hills
LILY POND
landscape architecture | urban design | planning
185 S. Myers St., Los Angeles, CA 90033 www.mlagreen.com
MIA LEHRER + ASSOCIATES
02.17.2017
100% CD /BID SET 02.17.17
PROJECT LOCATION
CITY DOCUMENTS
L-0.01
CITY OF BEVERLY HILLS - INSPECTION RECORD
CITY OF BEVERLY HILLS - PRE CONSTRUCTION AFFIDAVIT RECORD TO PROVIDE DIGITAL FORMT PLANS
Sheet Number:
Date:
File Name:
Sheet Title:
Submittals:
Project No:
BEV2016
Project Title:
Beverly Gardens Park
BLOCK # 14:
City of Beverly Hills
LILY POND
landscape architecture | urban design | planning
185 S. Myers St., Los Angeles, CA 90033 www.mlagreen.com
MIA LEHRER + ASSOCIATES
02.17.2017
100% CD /BID SET 02.17.17
CITY DOCUMENTS
L-0.02
CITY OF BEVERLY HILLS - GENERAL NOTES
Sheet Number:
Date:
File Name:
Sheet Title:
Submittals:
Project No:
BEV2016
Project Title:
Beverly Gardens Park
BLOCK # 14:
City of Beverly Hills
LILY POND
landscape architecture | urban design | planning
185 S. Myers St., Los Angeles, CA 90033 www.mlagreen.com
MIA LEHRER + ASSOCIATES
02.17.2017
100% CD /BID SET 02.17.17
BE
VE
RLY
D
RB
EV
ER
LY
D
R
E E E E E E E E E E E E E E
E
LIMIT OF WORK
SANTA MONICA BLVD (NORTH)
BE
VE
RLY
D
R
CA
NO
N D
R
PARK WAY
15
'-0
"
15
'-0
"
15
'-0
"
15
'-0
"
SIDEWALK P.I.P.
D-103
D-103
D-101
D-101
D-101
D-101
D-101
D-101
D-101
D-101
D-104
D-104
D-102
D-102
D-102
D-102
EX. CONC. CURB
P.I.P.
EX. CONC. CURB
P.I.P.
EX. CONC. CURB
P.I.P.
EX. CONC. CURB
P.I.P.
EX. CONC. CURB
P.I.P.
EX. CONC. CURB
P.I.P.
EX. CONC. CURB
P.I.P.
GRADING REQUIRED AFTER
REMOVAL OF D.G., TYP.
GRADING REQUIRED AFTER
REMOVAL OF D.G., TYP.
GRADING REQUIRED AFTER
REMOVAL OF D.G., TYP.
EX. CONC. CURB
P.I.P.
EX. CONC. CURB
P.I.P.
EX. CONC. CURB
P.I.P.
EX. CONC. CURB
P.I.P.
EX. CONC. CURB
P.I.P.
EX. CONC. CURB
P.I.P.
EX. CONC. CURB
P.I.P.
EX. CONC. CURB
P.I.P.
EX. POND WALLS
P.I.P.
EX. POND WALL
P.I.P.
EX. WALL
P.I.P.
EX. WALL
P.I.P.
EX. PILASTER
P.I.P.
EX. PILASTER
P.I.P.
EX. STEPS
P.I.P.
EX. STEPS
P.I.P.
EX. PLANTER
WALL P.I.P.
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
EX. POND P.I.P
EX. CONC. CURB
P.I.P.
EX. CONC. CURB
P.I.P.
EX. CONC. CURB
P.I.P.
EX. LOW
WALL P.I.P.
3
L1.20
3
L1.20
EX. CONC. SLAB
P.I.P.
EX. CONC. SLAB
P.I.P.
EX. CONC. SLAB
P.I.P.
DEMOLITION
SYMBOL DESCRIPTION QTY DETAIL REMARKS NOTES
EXISTING DECOMPOSED GRANITE AND BASE TO BE REMOVED 3,076 SF
SHRUBS AND GROUNDCOVER TO BE REMOVED 1,564 SF
MOW CURB TO BE REMOVED 26 LF
EXISTING RAILING TO BE REMOVED 54 LF 1/L-1.20 REMOVE PICKETS AND TOP RAIL CUT & GRIND PICKETS 1" BELOW TOP OF WALL. EPOXY TO PREVENT RUSTING
D-101
D-102
D-103
D-104
REFERENCE NOTES SCHEDULE BLOCK 14
TREES CODE BOTANICAL NAME / COMMON NAME CONT QTY DETAIL
EXI 239 EXISTING PALM TREE / EXISTING PROTECT IN PLACE - 3 3/L-3.20
EXI E19 EXISTING TREE / EXISTING PROTECT IN PLACE - 20 3/L-3.20
#XXX
PLANT SCHEDULE BLOCK 14
DEMOLITION
PLAN & NOTES
L-1.00
N
UPDATED 12.31.2013
Sheet Number:
Date:
File Name:
Sheet Title:
Submittals:
Project No:
BEV2016
Project Title:
Beverly Gardens Park
BLOCK # 14:
City of Beverly Hills
LILY POND
landscape architecture | urban design | planning
185 S. Myers St., Los Angeles, CA 90033 www.mlagreen.com
MIA LEHRER + ASSOCIATES
02.17.2017
100% CD /BID SET 02.17.17
DEMOLITION NOTES
1. LOCATE ALL UTILITIES PRIOR TO COMMENCING DEMOLITION WORK. CALL
DIG-ALERT (800) 422-4133 A MINIMUM OF TWO (2) WORKING DAYS BEFORE
PROJECTED START OF DEMOLITION.
2. DRAWING IS DIAGRAMMATIC - VERIFY ALL EXISTING CONDITIONS AND
LOCATIONS ON SITE. A SITE VISIT IS REQUIRED BEFORE BIDDING DEMOLITION.
3. EXECUTE WORK AS TO PROTECT ADJACENT PROPERTY, BUILDINGS, PLANT
MATERIAL, ETC.
4. PROTECT AND MAINTAIN EXISTING ACTIVE UTILITIES THROUGHOUT THE
DEMOLITION PERIOD. ANY UTILITY WHICH IS DAMAGED OR BROKEN SHALL BE
REPAIRED AT NO COST TO THE OWNER.
5. CONTRACTOR SHALL REPAIR AT HIS OWN EXPENSE ANY PROPERTY DAMAGE
RESULTING FROM CARELESS DEMOLITION.
6. MAINTAIN A NEAT AND ORDERLY WORK AREA. REMOVE ALL DEBRIS
PROMPTLY FROM JOB SITE. CONTRACTOR IS RESPONSIBLE FOR ALL REMOVAL
AND DISPOSAL FEES.
7. PRIOR TO PLANT REMOVAL, WALK SITE WITH LANDSCAPE ARCHITECT
AND/OR OWNER TO VERIFY PLANTS WHICH ARE TO BE SAVED AND/OR
RELOCATED AND THOSE SCHEDULED FOR DISPOSAL.
8. AREAS WHERE EXISTING LAWN IS TO BE REPLACED ARE TO BE TREATED
WITH "ROUND-UP" PRIOR TO REMOVAL OF OLD LAWN. FOLLOW
MANUFACTURER'S INSTRUCTIONS CAREFULLY. WATER AND WAIT A MINIMUM
OF THREE (3) WEEKS TO ASSURE A "GOOD KILL".
9. DO NOT REMOVE ANY ITEM IF IT IS NOT SPECIFICALLY CALLED OUT FOR
DEMOLITION ON THE PLAN. CONTACT LANDSCAPE ARCHITECT IF THERE ARE
QUESTIONS.
10. ALL EXISTING SITE CONDITIONS TO REMAIN PROTECT IN PLACE.
DEMOLITION
DETAILS
L-1.20
UPDATED 12.31.2013
Sheet Number:
Date:
File Name:
Sheet Title:
Submittals:
Project No:
BEV2016
Project Title:
Beverly Gardens Park
BLOCK # 14:
City of Beverly Hills
LILY POND
landscape architecture | urban design | planning
185 S. Myers St., Los Angeles, CA 90033 www.mlagreen.com
MIA LEHRER + ASSOCIATES
02.17.2017
100% CD /BID SET 02.17.17
DEMOLITION - WROUGHT IRON FENCE @ WALL1/2" = 1'-0"
REMOVE PICKETS
REMOVE TOP RAILEXISTING SIGN COLUMN
P.I.P.
POLE FOOTING
P.I.P
EX. PILASTER
P.I.P
CUT AND GRIND PICKETS 1" BELOW TOP OF WALL.
FILL W/ NON-SHRINK GROUT
1"
EX. CONC. WALL
4
_
ELEVATION
P-BE14-02-01-01
1
EX. PILASTER
P.I.P
REMOVAL 19" SQ
PORTION OF WALL-
12" DEPTH
DEMOLITION -PORTION OF PLANTER WALL 1/2" = 1'-0"
EX. BASE
P.I.P
1'-0
"
19" SQ
EX. STEPS
P.I.P
POND
BASIN
WALL
5" CLR
EX. CONC. WALL
TO REMAIN P.I.P
SECTION/ELEVATION
2P-BE14-02-02-01
RETAINING WALL/PLANTER WALL DEMOLITION3/8" = 1'-0"
2
_
1
_
ALIG
N
8"
1'-7
"
EX. PLANTER WALL,
P.I.P
AREA FOR DEMOLITION
VERIFY IN FIELD.
EX. PILASTER
P.I.P
EX. PILASTER P.I.P
EX. WALL P.I.P
POND AREA
EX. STEPS,
P.I.P
D.G.
P.A.
P.A.
EX. POND LOWER WALL
P.I.P
EX. PLAQUE TO BE REMOVED
AND RELOCATED
SIDE POND LANDING
P.A.
CUT AND GRIND PICKETS
1" BELOW TOP OF WALL
FILL WITH NON-SHRINK
GROUT
L2.20
11
_
4
EX. WALL P.I.P
P-BE14-02-03-01
3
PICKET FENCE REMOVAL1" = 1'-0"
ENLARGEMENT
CUT STEEL PICKETS AT
TOP OF WALL
REMOVE SMALL AREA
AROUND BASE OF STEEL
PICKET AND GRIND PICKET
1" BELOW TOP OF
EX. WALL
EX. STEEL PICKETS
(TUBULAR STEEL)
EA
CH
D
EP
TH
O
F E
X. P
IC
KE
TS
IN
TO
W
AL
L U
NK
NO
WN
(A
PP
RO
X. D
EP
TH
1
2")
6"
C
L
C
L
FILL EMBEDDED TUBULAR
STEEL PICKETS W/
NON-SHRINK GROUT
NOTE:
REFER TO DETAIL 8, SHEET L-2.20
FOR NEW POST INSTALLATION INTO
EX. WALL
4P-BE14-0552-1-14
CONSTRUCTION
NOTES
L-2.00
Sheet Number:
Date:
File Name:
Sheet Title:
Submittals:
Project No:
BEV2016
Project Title:
Beverly Gardens Park
BLOCK # 14:
City of Beverly Hills
LILY POND
landscape architecture | urban design | planning
185 S. Myers St., Los Angeles, CA 90033 www.mlagreen.com
MIA LEHRER + ASSOCIATES
02.17.2017
100% CD /BID SET 02.17.17
CONSTRUCTION NOTES
1. DRAWING IS DIAGRAMMATIC. VERIFY ALL CONDITIONS AND LOCATIONS ON SITE PRIOR TO THE START OF
CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF ANY ERRORS OR DISCREPANCIES ARE
FOUND, BEFORE PROCEEDING WITH ANY WORK.
2. DO NOT SCALE DRAWINGS. USE DIMENSIONS AS INDICATED ON PLAN.
3. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR
GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN APPARENT DURING DESIGN. OBTAIN DIRECTION
BEFORE PROCEEDING WITH CONSTRUCTION IN SUCH CASES.
4. THE LOCATION OF ALL SERVICE RUNS, SUCH AS WATER SUPPLY, ELECTRICAL (OVERHEAD AND
UNDERGROUND), TELEPHONE, SANITARY SEWER, ETC. SHOULD BE ASCERTAINED BEFORE WORK IS
STARTED. WHERE THEY WILL BE AFFECTED BY EXCAVATION OR WHERE MACHINES MAY BE WORKING
NEARBY, THEY SHOULD BE CAREFULLY SEALED, PROTECTED, OR DIVERTED. NOTIFY LANDSCAPE
ARCHITECT OF ANY CONFLICT WITH PROPOSED IMPROVEMENTS.
5. COORDINATE ALL UTILITY RUNS AND INSTALLATIONS (EXISTING AND NEW) PRIOR TO PAVING
INSTALLATION. VERIFY ALL SLEEVES AND ELECTRIC SOURCES FOR IRRIGATION CLOCK AND LIGHTING WITH
PROPER SUB-CONTRACTORS.
6. CLEAN OUT AND ADJUST EXISTING DRAINS TO ACCOMMODATE PROPOSED DRAINAGE. ADJUST LATERAL
DRAIN LINES AS NECESSARY TO BEST LINK EXISTING MAIN LINES.
7. OBTAIN INSPECTION AND APPROVAL OF ALL FORMS PRIOR TO PLACING CONCRETE.
8. TRANSITIONS FROM EXISTING PAVING TO NEW PAVING SHALL BE FLUSH.
9. REFER TO PLANS AND GENERAL NOTES FOR ADDITIONAL NOTES AND INFORMATION REGARDING THE
CONSTRUCTION OF THIS PROJECT.
10. CONSTRUCT ALL WALLS, PAVING, DRAIN LINES, SLEEVING, ETC. PER PLAN AND DETAILS.
11. CONCRETE TO SLOPE FROM FOUNDATION TOWARDS DRAIN INLETS AND DRAINAGE SWALES AT A
MINIMUM RATE OF 1/8" PER FOOT. INSTALL CONCRETE FORMS WITH LONG, SMOOTH GRADIENTS TO
ELIMINATE DIPS, RIDGES, ABRUPT CHANGES OF GRADE, AND SHARP TRANSITIONS.
12. INSTALL EXPANSION JOINTS @ MAX. 1/4" INSTALL CRACK CONTROL JOINTS @ MAX. 1/8" ZIP JOINTS
WILL NOT BE ALLOWED. INSTALL EJ'S AND CCJ'S AT 90° TO THE EDGE OF CONCRETE PAVING. SEE PLAN
FOR ADDITIONAL INFORMATION AND LOCATIONS.
13. PRIOR TO PLACING CONCRETE, SUFFICIENTLY MOISTEN THE SUBGRADE AND PROVIDE SUBGRADE
PREPARATIONS PER THE SOILS ENGINEER.
14. INSTALL TYPE II CONCRETE THAT OBTAINS A MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I. AT 28
DAYS UNLESS OTHERWISE SPECIFIED ON THESE PLANS AND DETAILS. SUBMIT CONCRETE SAMPLE TO
OWNER AND LANDSCAPE ARCHITECT PRIOR TO LAYING OUT FORMS. INSTALL CONCRETE FLATWORK PER
RECOMMENDATIONS OF SOILS ENGINEER AND SOILS REPORT. IN CASE OF CONFLICT BETWEEN SOILS
REPORT AND DETAILS, THE MOST STRINGENT REQUIREMENTS WILL APPLY.
15. BACKFILL AND COMPACT BEHIND ALL WALLS AND MASONRY STRUCTURES, AS REQUIRED ON DRAWINGS
AND DETAILS. BACKFILL PLANTERS WITH TOP GRADE SANDY-LOAM TOPSOIL PER PLANTING NOTES.
16. CLEAN UP AND REMOVE ALL DEBRIS FROM SITE PRIOR TO REQUESTING FINAL APPROVAL. GRADE ALL
AREAS WITHIN .5 INCH OF FINISH GRADES. NOTE AREAS OF ADDITIONAL GRADING SHOWN. COORDINATE
WITH LANDSCAPE ARCHITECT THE FINAL FORM OF LANDSCAPE MOUNDS.
A B B R E V I A T I O N S
POB. POINT OF BEGINNING
CONCRETE
BOTTOM OF CURB
AREA DRAIN
ASPHALTIC CONCRETE
EACH
EQUAL
DIAMETER
DRAIN INLET
FOOTING
EXISTING
FINISH SURFACE
FINISH GRADE
DECOMPOSED GRANITE
A.C.
CONC.
BC
A.D.
DIA
EA.
EQ.
D.I.
FG
FS
FTG.
EX.
D.G.
MAXIMUM
LIMIT OF WORK
MINIMUM
NOT IN CONTRACT
NOT TO SCALE
ON CENTER
PLANTING AREA
RADIUS
PROPERTY LINE
SQUARE
MAX.
L.O.W.
N.I.C.
0.C.
N.T.S.
P.A.
MIN.
P
L
RAD.
SQ.
STANDARD
TYPICAL
STD.
TYP.
CENTER LINE
C
L
CONTRACTOR TO CALCULATE QUANTITIESC.C.Q.
AT@
CLEARCLR.
HEIGHTHT.
LINEAR FEETL.F.
V.I.F. VERIFY IN FIELD
SYMBOLS
CENTER LINE
C
L
ALIGN
RIGHT-0F-WAY
LIMIT OF WORK
DETAIL SECTION
KEYNOTE
CALLOUT
ALIGN
PROTECT-IN-PLACEP.I.P.
XX
E E E E E E E E E E E E E E
E
LIMIT OF WORK
CA
NO
N D
RIV
E
SANTA MONICA BLVD (NORTH)
BE
VE
RL
Y D
R
CA
NO
N D
R
PARK WAY
LANDCADD 1987
LANDCADD 1987
LANDCADD 1987
P-101
P-101
P-102
P-104
P-104
P-103
P-104
P-104
F-101
F-101
F-101
F-101
P-103
P-103
F-102 F-102
P-103
P-101P-101
FLUSH
FLUSH
FLUSH
FLUSH
FLUSH
FLUSH
FLUSH
FLUSH
FLUSH
FLUSH
FL
US
H
FL
US
H
15
'-0
"
15
'-0
"
15
'-0
"
15
'-0
"
P-101
P-101
GRADING REQUIRED AFTER D.G.
REMOVAL
L2.21
1
L2.21
1
11
L2.20
11
L2.20
FENCE
SYMBOL DESCRIPTION QTY DETAIL MATERIAL FINISH COLOR
WROUGHT IRON PICKET FENCE @ LILY POND 58 LF 8/L-2.20 WROUGHT IRON GRIND SMOOTH BLACK
WROUGHT IRON SIDE PANEL @ LILY POND 21 LF 9/L-2.20 WROGHT IRON GRID SMOOTH BLACK
PAVING
SYMBOL DESCRIPTION QTY DETAIL MANUFACTURER MATERIALS FINISH COLOR REMARKS SIZE
UNIT PAVER 3"X9" 297 SF 1/L-2.20 ACKERSTONE CONCRETE FACE MIX GRIND MESA BEIGE 3"X9"
1`X1` CONCRETE PAVER 2,203 SF 3/L-2.20 ACKERSTONE CONCRETE FACE MIX GRIND MESA BEIGE AGGREGATE BASE 1`X1`
CONCRETE BAND - 6" WIDE. 31 LF 1/L-2.20 DAVIS COLORS C.I.P CONCRETE MATCH EXISTING MATCH EXISTING LINEAR PATH 6" WIDE
CONCRETE PAVING 465 SF 4/L-2.20 MATCH EXISTING C.I.P CONCRETE MEDDIUM BROOM FINISH NATURAL GRAY 4" THK.
F-101
F-102
P-101
P-102
P-103
P-104
REFERENCE NOTES SCHEDULE BLOCK 14
CONSTRUCTION
PLAN
L-2.01
N
UPDATED 12.31.2013
Sheet Number:
Date:
File Name:
Sheet Title:
Submittals:
Project No:
BEV2016
Project Title:
Beverly Gardens Park
BLOCK # 14:
City of Beverly Hills
LILY POND
landscape architecture | urban design | planning
185 S. Myers St., Los Angeles, CA 90033 www.mlagreen.com
MIA LEHRER + ASSOCIATES
02.17.2017
100% CD /BID SET 02.17.17
NOTE:
1. MODIFICATIONS AND/OR REPAIRS TO FOUNTAIN WALLS SHALL FOLLOW THE SECRETARY OF INTERIOR
STANDARDS FOR TREATMENT OF HISTORIC PROPERTIES AND PER SPECIFICATIONS.
CONSTRUCTION
DETAILS
L-2.20
UPDATED 12.31.2013
Sheet Number:
Date:
File Name:
Sheet Title:
Submittals:
Project No:
BEV2016
Project Title:
Beverly Gardens Park
BLOCK # 14:
City of Beverly Hills
LILY POND
landscape architecture | urban design | planning
185 S. Myers St., Los Angeles, CA 90033 www.mlagreen.com
MIA LEHRER + ASSOCIATES
02.17.2017
100% CD /BID SET 02.17.17
LILY POND
CIRCULAR
FOUNTAIN
EQ
C
L
EQ
WROUGHT IRON FENCE PICKET SECTION1 1/2" = 1'-0"
EX. WALL
1' SQ PICKET
TOP RAIL
END CAP
@ TOP
RAIL
4" SPEAR FINIAL
MODEL#: 10-6004-IC
AVAILABLE: KING
ARCH. METAL
EQ EQ
C
L
2"
EQ EQ
WELD TO TOP RAIL
ALL AROUND,
GRIND SMOOTH
4"
1-1
/2
"
1"X4" BOTTOM
PLATE
1-1/2" SQ. POST
WELD TO BOTTOM
PLATE
2-1/2" Ø DRILL &
NON-SHRINK
GROUT
WELD PICKETS TO
BOTTOM PLATE,
ALL AROUND
GRIND SMOOTH
ELEVATIONSECTION
NOTE:
PROVIDE SHOPE
DRAWINGS FOR
REVIEW & APPROVAL
5P-BE14-323119-55
WROUGHT IRON FENCE POST CONNECTION3" = 1'-0"
1-1/2" POST
NON SHRINK
GROUT
2-1/2" DIA. CORE DRILL
EX. WALL
EQ
EQ
C
L
PLAN
6P-BE14-323119-56
UNIT PAVER SET ON MORTAR W/ CONC. BASE1 1/2" = 1'-0"
3x9 UNIT CONC. PAVER
CONC. BAND
1/4" MORTAR SET
90% COMPACTED
SUB BASE
EX. D.G. P.I.P
PER
PLAN
1/4" RADIUS
1'x1' UNIT CONC. PAVER
1/2" MORTAR BED
#3 REBAR 16" BOTH
WAYS
4" THK. CONC.
BASE
6"
4"
COMPACTED
SUB-GRADE
ALIGN
P-BE14-55
2
RUNNING BOND PAVER PATTERN1" = 1'-0"
6"
1'X1' UNIT PAVER.
RUNNING BOND
PATTERN
3"X9" UNIT PAVER
CONC. BAND
EX. D.G.
PAVING P.I.P
2
_
3P-BE14-321413-01
CAST IN PLACE
CONCRETE
COMPACTED
BASE
THICKENED
EDGE
CONCRETE PAVING1 1/2" = 1'-0"
#3 REBAR,
18" O.C.
BOTH WAYS
3" CLR
4"
6"
4"
4"
90% COMPACTED
SUBGRADE
EX. CONC. CURB
VA
RIE
S
E.J.
P-BE14-321313-12
4
4"
ALIGN
EX. PILASTER
PROTECT IN PLACE
1" SQ. TOP RAIL
4" HIGH SPEAR
FINIAL. MODEL#: 10-60004-IC
AVAILABLE: KING ARCH. METAL
WROUGHT IRON SIDE PANEL1/2" = 1'-0"
EX. POND BASIN
PROTECT IN PLACE
3/4" SQ. PICKETS
BASE PLATE ON
BOTH SIDES.
WELD PICKETS TO PLATE
1" SQ. FRAME
(2) 180° SWING HINGES
ATTACHED TO EX. PILASTER
3'-4"
6"
LATCH W/ LOCK
POND CAP
7"
NOTE:
1. WELD ALL ROUND, GRIND
SMOOTH
2. CONTRACTOR SHALL
PROVIDE SHOP DWG'S
FOR REVIEW AND APPROVAL
WELD PICKETS
TO RAIL
WELD HINGES TO FRAME
9P-BE14-055010-56
ALIGN
1'-0
"
11
"
4" O.C., TYP.
EX. PILASTER
PROTECT IN PLACE
NEW PILASTER
MATCH EX.
TOP RAIL
MATCH EXISTING
4" HIGH SPEAR
FINIAL
WROUGHT IRON BETWEEN PILASTERS1/2" = 1'-0"
1-1/2" CLR
1-1/2"
CLR
1" SQ. PICKETS
CORE DRILL
PICKETS INTO
WALL AND
USE NON-SHRINK
GROUT
NOTE:
RE-PLASTER ENTIRE
RAISED PLANTER WALL &
PILASTER TO MATCH EX.
IN COLOR, TEXTURE &
PROFILE.
HT
. T
O M
AT
CH
EX
. P
LA
ST
ER
14
13
_
_
10P-BE14-055213-57
FENCE TOP RAIL, PICKETS, AND FINIALS3" = 1'-0"
TOP RAIL
END CAP
CONTINUOUS FILLET WELD
AT PLATE CONNECTION,
ALL AROUND, GRIND
SMOOTH
PICKETS SPEAR W/ BALL
FINIAL
MODEL#: 10-6004-1C
SUPPLIER: KING ARCH.
METALS
PH: 800.542.2379
WELD TO TOP RAIL,
ALL AROUND,
GRIND SMOOTH
NOTE:
SUBMIT FINIAL SAMPLES
FOR REVIEW AND
APPROVAL OF BOTH
PICKETS AND POSTS
1" SQ PICKET
1-1/2" SQ POST
POST SPEAR QUAD W/ BALL FINIAL
MODEL#: 13-05000-61
SUPPLIER: KING ARCH. METALS
P-BE14-055213-59
7
1'-0
"
11
"
WROUGHT IRON FENCE - ELEVATION 1/2" = 1'-0"
EXISTING SIGN POST
PROTECT IN PLACE
1-1/2" X 4" TOP RAIL
MATCH EXISTING
1-1/2" POST CORE
DRILLED INTO WALL
WELD POST TO BOTTOM PLATE
4" O.C., TYP.
EX. PILASTER
PROTECT IN
PLACE
ALIGN
1-1/2" CLR
C
L
C
WELD GRIND SMOOTH PICKETS
TO BOTTOM PLATE
4" HIGH SPEAR
FINIAL @ PICKETS
1'-0"
1" X 4" BOTTOM PLATE
5'-0" MAX. TYP
EVENLY SPACED ALONG
LENGTH OF NEW FENCE
L
NOTE:
1. SUBMIT SHOP DRAWINGS FOR REVIEW &
FINAL APPROVAL.
2. IF EX. PICKETS THAT HAVE BEEN GRIND
INTERFERE WITH NEW POSTS,
CONTRACTOR TO REMOVE PICKET.
CONTRACTOR TO PROTECT THE INTEGRITY
OF THE EX. WALL.
NEW POST
1-1/2" SQ
+/- 27'-0"
7-1/2" HIGH SPEAR
FINIAL @ POSTS
P-BE14-055010-57
8
NEW PLAQUE LOCATION
EX. POND BASIN. PROTECT IN PLACE
EX. PLANTER WALL
NEW PILASTER
MATCH EXISTING
NEW PICKET
FENCE PANEL
EX. PILASTER
P.I.PEX. PILASTER, P.I.P
EX. WALL,
P.I.P
1' SQ. PICKET FENCE W/
SPEAR FINIALS
EX. WALL, P.I.P
POND AREA
EX. STEPS
P.I.P
4" X 1-1/2" TOP RAIL
EX. POND LOWER WALL,
P.I.P
14
_
WROUGHT IRON FENCE AND SIDE PANEL LAYOUT3/8" = 1'-0"
10
_
D.G.
P.A.
P.A.
P.A.
4"
4"
SWING
ANGLE
EQ EQ
C
L
7"
8
_
WROUGHT IRON PANEL
INSTALL AT ANGLE.
SWINGS OPEN AWAY FROM POND
9
_
11P-BE14-055213-58
A: SAWCUT JOINT (SJ)
1/8"
DE
PT
H =
1/3
S
LA
B
TH
IC
KN
ES
S
D: EXPANSION JOINT (EJ)
1/4"
C: COLD JOINT (CJ)
B: TOOLED JOINT (TJ)
1/8"
DE
PT
H =
1/3
S
LA
B
TH
IC
KN
ES
S
P-101 TYPICAL CONCRETE JOINTS1" = 1"
PAVING FINISH SURFACE
TYP.
SAWCUT
1/4" R. @ EDGES. TYP.
18" #4 REBAR W/
'SPEED DOWEL'
@ 36" OC, CENTER
IN CONC. AT COLD
JOINTS & E.J.'S TYP.
PREMOLDED
E.J. FILLER
JOINT SEALANT.
COLOR BY LANDSCAPE
ARCHITECT.
SUBMIT COLOR
SAMPLES PRIOR
TO INSTALLATION.
12P-BE14-0330-0-08
UNIT PAVER WITH CONCRETE EDGE1 1/2" = 1'-0"
CONC. PAVER
WEED CONTROL FABRIC
BUTT JOINT
CONCRETE BAND
1" SAND BED.
COMPACTED SUB BASE
FLUSH AT D.G PAVING
90% COMPACTED SUB
GRADE
6"
1/4" RADIUS
# 3 REBAR, CONTINUOUS
6"
6"
1P-BE14-321413-04
WROUGHT IRON FENCE PICKET FOOTING3" = 1'-0"
1" SQ. PICKET
NON SHRINK GROUT
2" DIA. CORE DRILL
EX. WALL
10
_
P-BE14-0552-1-01
13
NEW PILASTER3/4" = 1'-0"
HT
. T
O M
AT
CH
E
X. P
IL
AS
TE
R1
'-0
"
1'-7"
3"
CLR
TOP OF EX. CONC.
WALL
EMBED STEEL REBAR
INTO EX. CONC. CORE
DRILL FOR #4 STEEL REBAR
HORIZONTAL STEEL
#4 REBAR -12" O.C. E.W.
OVER LAP OF REBAR
CAP AND FINISH TO
MATCH EX. IN COLOR,
TEXTURE &
PROFILE.
POUR IN PLACE PILASTER
14P-BE14-0330-8-80
CONSTRUCTION
DETAILS
L-2.21
Sheet Number:
Date:
File Name:
Sheet Title:
Submittals:
Project No:
BEV2016
Project Title:
Beverly Gardens Park
BLOCK # 14:
City of Beverly Hills
LILY POND
landscape architecture | urban design | planning
185 S. Myers St., Los Angeles, CA 90033 www.mlagreen.com
MIA LEHRER + ASSOCIATES
02.17.2017
100% CD /BID SET 02.17.17
L
1
3
L
ENLARGEMENT
UNIT PAVER LAYOUT @ STEPS1/2" = 1'-0"
TYP. 3"X9" UNIT
PAVER RUNNING BOND
PATTERN (N.T.S)
PLAN
PA
PA
PILASTER
EX. STEPS
PROTECT IN PLACE
PA
PILASTER
EX. D.G. PATH
3x9 RUNNING BOND
PAVERS
6" WIDE CONC. BAND
ALIGN
EX. CONC. CURB
EX. CONC. CURB
FLUSH
FLUSH
PA
1
L2.20
P-BE14-01
1
PLANTING
NOTES
L-3.00
Sheet Number:
Date:
File Name:
Sheet Title:
Submittals:
Project No:
BEV2016
Project Title:
Beverly Gardens Park
BLOCK # 14:
City of Beverly Hills
LILY POND
landscape architecture | urban design | planning
185 S. Myers St., Los Angeles, CA 90033 www.mlagreen.com
MIA LEHRER + ASSOCIATES
02.17.2017
100% CD /BID SET 02.17.17
PLANTING NOTES
1. DRAWING IS DIAGRAMMATIC. VERIFY ALL LOCATIONS AND CONDITIONS ON SITE. COUNT ALL PLANT
MATERIAL BEFORE BIDDING.
2. INSPECT ALL EXISTING CONDITIONS ON SITE AND LOCATE ALL EXISTING UTILITIES BEFORE
CONSTRUCTION BEGINS. ALL TREE STAKING LOCATIONS TO BE APPROVED BY LANDSCAPE
ARCHITECT PRIOR TO ANY DIGGING.
3. CONTRACTOR TO REPAIR AT HIS OWN EXPENSE ALL PROPERTY DAMAGE WHICH OCCURS DURING
PROJECT INSTALLATION.
4. NOTE ADDITIONAL REMARKS ON SPECIFIC PLANTS IN PLANT LIST.
5. ALL EXISTING PLANT MATERIAL TO BE REMOVED EXCEPT WHERE NOTED ON PLAN.
6. ALL PLANT MATERIAL TO BE GUARANTEED FOR 90 DAYS FROM THE DATE OF ACCEPTANCE BY
OWNER. CONTRACTOR SHALL STORE PLANT MATERIAL IN SHADE AND PROTECT FROM SUN. ENSURE
ON SITE WATERING PRIOR TO PLANTING.
7. FINISH GRADE TO BE 1" BELOW ALL WALKS, CURBS, AND PAVING.
8. FOR BIDDING PURPOSES ALL PLANTED AREAS SHALL RECEIVE THE FOLLOWING AMENDMENTS PER
1,000 SQ. FT. OF SURFACE AREA. ROTO-TILL AMENDMENTS TO A DEPTH OF 6"
*150 LBS. GRO-POWER
*ADD 8 LBS OF GRO-P0WER CONTROLLED RELEASE 12-8-8 PER CU YD OF MIX.
9. PLANT HOLE TO BE TWICE AS WIDE AND DEEP AS THE PLANT ROOT BALL. BACKFILL AND COMPACT
TO 80% WITH 60% SOIL OF SITE AND 40% FIR BARK, UNLESS OTHERWISE NOTED. PROVIDE
GRO-POWER PLANT TABLETS AT THE FOLLOWING RATES:
1 GAL 2
5 GAL 5
15 GAL 10
24" BOX AND UP 14
PLACE RECOMMENDED TABLETS BETWEEN THE BOTTOM AND THE TOP OF THE ROOT BALL BUT NO
HIGHER THAN 1/3 OF THE WAY UP TO THE TOP OF THE ROOT BALL. SPACE TABLETS EQUALLY
AROUND THE PERIMETER OF THE ROOT BALL APPROXIMATELY 2" FROM THE ROOT TIPS.
10. "DEEP ROOT" BARRIERS ARE TO BE USED AROUND ALL TREES LOCATED WITHIN 5 FT. OF PAVING.
INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL REMOVE ALL NURSERY
STAKES AFTER PLANTING.
11. ALL PROPOSED SHRUB AND GROUND COVER AREAS ARE TO BE TREATED WITH A PRE-EMERGENT
WEED KILLER (EPTAM / RONSTAR). APPLY PER MANUFACTURER'S SPECIFICATIONS:
A) IMMEDIATELY AFTER PLANTING,
B) AT THE BEGINNING OF THE MAINTENANCE PERIOD, AND
C) AT THE END OF THE MAINTENANCE PERIOD.
12. ALL PLANTING AREAS TO BE TOP DRESSED WITH MULCH PER SPECIFICATIONS.
13. INSTALL AND MAINTAIN LANDSCAPE PLANTING IN ACCORDANCE WITH THE GOVERNING AGENCY'S
GUIDELINES AND SPECIFICATIONS UNLESS NOTED OTHERWISE IN THESE NOTES OR ON THE PLANS.
NOTES
1. CONTRACTOR SHALL MAKE ALLOWANCE OF AN ADDITIONAL 20% OF SHRUBS AND GROUNDCOVER
FOR IN-FILLED TO BE PLACED ON SITE BY LANDSCAPE ARCHITECT.
TREE PRESERVATION SPECIFICATIONS
THESE TREE SPECIFICATIONS SHALL BE FOLLOWED TO PROTECT ALL TREES WHOSE
DRIPLINE IS ENCROACHED UPON EITHER DIRECTLY OR INDIRECTLY BY CONSTRUCTION
WITHIN CITY PARKS.
A CITY FORESTRY MANAGER SHALL BE INVITED TO THE JOB START MEETING AND ALSO
NOTIFIED 48-HOURS PRIOR TO CONSTRUCTION.
GENERAL REQUIREMENTS
1. NO EQUIPMENT IS TO BE OPERATED OR PARKED UNDER A TREE, NOR ARE ANY
MATERIALS TO BE STORED WITHIN THE DRIPLINE OF A TREE OR LEANED AGAINST A
TREE TRUNK. DO NOT PILE OR COMPACT SOIL WITHIN A DRIPLINE.
2. IN AREAS OF CONSTRUCTION, PROTECT SOIL SURFACE FROM TRAFFIC COMPACTION
WITH 3” OF MULCH OR OVERLAPPING 3/4” PLYWOOD SHEETS.
3. NO SURFACE IRRIGATION SHALL BE INSTALLED WITHIN THE DRIPLINE OF A TREE.
4. NO CHEMICAL HERBICIDES ARE TO BE USED WITHIN 100 FT. OF A TREE'S DRIPLINE.
5. DO NOT NAIL GRADE STAKES OR ANYTHING ELSE TO TREES.
6. ENCROACHMENT FROM PAVING OR STRUCTURES WITHIN THE DRIPLINE OF A TREE
SHALL BE PERMITTED ONLY WITH WRITTEN AUTHORIZATION FROM THE FORESTRY
MANAGER. NO ENCROACHMENT WITHIN 10' OF A TREE TRUNK WILL BE PERMITTED
UNDER ANY CIRCUMSTANCES.
7. DO NOT STRIP TOPSOIL AROUND TREES. ANY VEGETATION TO BE REMOVED SHOULD BE
REMOVED BY CUTTING AT GROUND LEVEL RATHER THAN PULLING OUT BY EQUIPMENT.
8. USE A PNEUMATIC DRILL TO EXCAVATE UNDER WOODY ROOTS LARGER THAN 2” IN
DIAMETER. DO NOT CUT ANY ROOT LARGER THAN 2” DIAMETER. IF ROOTS MUST BE
SEVERED, CUTS ARE TO BE MADE BY AN ARBORIST AND SOIL BACKFILLED IMMEDIATELY.
TYPICAL WORK PROCEDURES
ALL WORK AROUND ANY EXISTING TREES SHALL FOLLOW THIS WORK PROCEDURES
PROGRAM. THIS PROGRAM HAS BEEN DEVELOPED TO MINIMIZE THE IMPACTS TO EACH
TREE AND PROTECT THEM FROM UNSCHEDULED DAMAGE.
1. ALL WORK WITHIN A TREE'S ROOT ZONE SHALL BE OBSERVED BY CITY FORESTRY
MANAGER.
2. THE EXTENT OF ALL WORK AFFECTING ANY TREE SHALL BE STAKED BY FIELD SURVEY
AND REVIEWED WITH THE CITY'S FORESTRY MANAGER PRIOR TO CONSTRUCTION.
3. ANY APPROVED PRUNING OF TREES SHALL BE APPROVED BY CITY'S FORESTRY
MANAGER PRIOR TO THE START OF CONSTRUCTION.
4. HAND DIG VERTICAL TRENCH AT THE FINAL CUT LINE TO FINAL GRADE AND CLEANLY
CUT ANY ROOTS ENCOUNTERED AND SEAL WITH APPROVED TREE SEAL. (THIS
PROCEDURE WILL PROTECT THE ROOT SYSTEM FROM UNNECESSARY DAMAGE BY
EXCAVATION EQUIPMENT).
5. A FIVE (5) FOOT HIGH CHAIN LINK FENCE SHALL BE CONSTRUCTED AT THE LIMIT OF
APPROVED WORK TO PROTECT THE TREES FROM FURTHER UNAUTHORIZED DAMAGE
AND REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION.
6. NO FURTHER WORK WITHIN THE ROOT ZONE SHALL BE DONE BEYOND THAT WHICH WAS
APPROVED, WITHOUT OBTAINING WRITTEN APPROVAL FORM CITY'S FORESTRY
MANAGER PRIOR TO PROCEEDING.
7. THE AREA WITHIN THE CHAIN LINK FENCE SHALL NOT BE USED FOR MATERIAL OR
EQUIPMENT STORAGE OR PARKING DURING CONSTRUCTION.
8. DURING CONSTRUCTION, THE IMPACTED TREES SHOULD BE CLOSELY MONITORED TO
FURTHER MITIGATE SHOCK SYMPTOMS IF THEY OCCUR. THE CONTRACTOR SHOULD BE
PREPARED TO PROVIDE TEMPORARY WATER TO IRRIGATE AND WASH THE DUST FROM
FOLIAGE IF NEEDED. CONTACT CITY'S FORESTRY DIVISION IF A DECLINE IN TREE
CONDITION IS NOTED.
9. THE CITY FORESTRY MANAGER IS AVAILABLE TO ANSWER ANY GENERAL QUESTIONS
REGARDING TREES IN PARKS.
DAMAGES
IF A TREE THAT IS DESIGNATED TO REMAIN IS REMOVED OR CAUSED TO BE IRREVERSIBLY
DAMAGED AS DETERMINED BY CITY'S FORESTRY MANAGER INSTALL A REPLACEMENT TREE
MATCHING IN SIZE, QUALITY AND VARIETY . IF AN ACCEPTABLE REPLACEMENT TREE IS NOT
AVAILABLE, PAY DAMAGES TO THE CITY FOR THE VALUE OF THE DAMAGED TREE AS
ASSESSED BY THE TREE VALUE FORMULA IN THE ISA GUIDE FOR ESTABLISHING VALUE OF
TREES AND OTHER PLANTS.
IMPLEMENTATION
THE QUALIFICATIONS OF TREE CONSULTANTS SHALL ALSO BE REVIEWED PRIOR TO
REPORT PREPARATION. IF TREE REMOVALS ARE REQUESTED, THE STREET TREE DIVISION
REVIEWS APPLICATIONS AND PASSES THEIR RECOMMENDATIONS TO THE BOARD OF
PUBLIC WORKS FOR ACTION.
PLANTING
DETAILS
L-3.20
UPDATED 12.31.2013
07.26.2013
Sheet Number:
Date:
File Name:
Sheet Title:
Submittals:
Project No:
BEV2016
Project Title:
Beverly Gardens Park
BLOCK # 14:
City of Beverly Hills
LILY POND
landscape architecture | urban design | planning
185 S. Myers St., Los Angeles, CA 90033 www.mlagreen.com
MIA LEHRER + ASSOCIATES
02.17.2017
100% CD /BID SET 02.17.17
TRIANGULAR SPACING1 1/2" = 1'-0"
PAVING EDGE, CURB,
BUILDING OR EDGING
PLANT LOCATION TYP
"L"=SPACING AS CALLED FOR IN PLANTING
PLAN
P-BE14-329313-03
1
SHRUB PLANTINGN.T.S.
SET TOP OF ROOTBALL 1"
ABOVE SURROUNDING GRADE
AND SLOPE FOR DRAINAGE.
PLANTING TABLETS.
PLACE IN PIT 2/3
UP FROM PIT BOTTOM.
SEE SPECIFICATIONS.
AMENDED BACKFILL.
SEE SPECIFICATIONS.
SCARIFY SIDES AND BOTTOM
OF PLANTING PIT.
AMENDED TOPSOIL (TYP)
SHRUB - CENTER
IN PIT.
2" DEEP WATERING
BASIN. SEE
SPECIFICATIONS.
FINISH GRADE.
TWICE ROOTBALL DIAMETER
3" MULCH BED IN ALL
SHRUB AREAS EXCEPT
TOP OF ROOTBALL
P-BE14-329333-02
2
TREE PROTECTION1" = 1'-0"
DR
IP
LIN
E, T
YP
.
2'-0
"5
'-0
"
NOTE:
1. BARRIER TO PREVENT COMPACTION OF SOIL AROUND AND
DAMAGE TO TREE AND LIMBS BY EQUIPMENT DURING CONSTRUCTION
2. ALL PROPOSED WORK WITHIN THE DRIPLINE TO BE COMPLETED
BY HAND.
CONSTRUCTION CHAIN LINK
FENCE, OR APPROVED EQUAL.
STAKES TO BE SPACED 6'-0"
O.C. OR EQUAL DISTANCE AT
DRIPLINE
EXISTING FINISH
GRADE
ROOT
ZONE
EX. TREE
6
'/
E
Q
.
CONSTRUCTION CHAIN LINK
FENCE
STAKE, TYP.
GATE, TYP.
CRITICAL ROOT ZONE
5'-0" CHAIN LINK FENCING
ZONE
FROM CANOPY OF TREE
5
'
-
0
"
m
i
n
.
INSTALL FENCE MIN. 5'-0"
ROOT
CRITICAL
5'-0" CHAIN LINK FENCING
PLAN
SINGLE OR SPECIMEN TREE MULTIPLE OR CLUSTERED TREES
STAKE, TYP.
GATE, TYP.
GATE, TYP.
SECTION
PLAN
PLAN
3P-BE14-311210-03
