saif corporation landscape construction documents

Transcription

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
SAIF CORPORATION
400 HIGH STREET SW, SALEM, OREGON
LANDSCAPE CONSTRUCTION DOCUMENTS
TABLE OF CONTENTS
COVER SHEET & CONSTRUCTION NOTES
L1
SURVEY
L2
DEMOLITION PLAN
L3
SITE PLAN
L4
LAYOUT PLAN
L5
5. THERE SHALL BE REQUIRED OBSERVATIONS BY LANDSCAPE ARCHITECT OR OWNERS
REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING, PRIOR TO POURING
CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING, IN ADDITION TO INSPECTION OF ALL
REQUIRED SLEEVING.
GRADING & DRAINAGE PLAN
L6
LIGHTING PLAN
L7
6. LOCATION OF PROPERTY LINES AND CORNERS ARE THE RESPONSIBILITY OF PROPERTY OWNER,
CONTRACTOR, OR SURVEYOR. LANDSKIP DESIGNS HAS NO RESPONSIBILITY FOR THEIR LOCATION.
PLANTING PLAN
L8
7. ALL STORMWATER FROM ROOF DRAINS AND PERIMETER DRAINS TO DISCHARGE AT APPROVED
STORMWATER DRAIN SYSTEM.
SECTION/ELEVATION
L9
SECTION/ELEVATION
L10
SECTION/ELEVATION
L11
SECTION/ELEVATION
L12
CONSTRUCTION DETAILS
L13
L14
L15
2. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO
EXECUTION OF ANY WORK.
3. LANDSCAPE ARCHITECT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE INSPECTIONS.
4. THIS SHEET SHOWS ALL PROPOSED SITE IMPROVEMENTS. FOR HORIZONTAL LAYOUT, REFER TO
LAYOUT PLAN. FOR VERTICAL LAYOUT, REFER TO GRADING & DRAINAGE PLAN.
CONCRETE PREP & DISCLAIMER
1. ROCK SUBGRADE MUST BE PROPERLY WET DOWN PRIOR TO CONCRETE POUR.
2. DRAINS AND SKIMMERS SHOULD BE CENTERED ON JOINTS TO PREVENT UNECCESSARY
CRACKING.
3. IT IS RECOMMENDED THAT WET SANDING CONCRETE POURS OCCUR LATER IN THE EVENING AND
ACID WASHING/ SEALING THE CONCRETE AS SOON AS POSSIBLE AFTERWARDS TO GREATLY REDUCE
THE VULNERABILITY OF THE CONCRETE AS IT CURES OUT IN THE WARM WEATHER.
4. CONCRETE IS A RAW NATURAL MATERIAL AND IT IS IMPOSSIBLE TO DETERMINE WHERE THE
CRACKS WILL OCCUR. BY POURING OVER A PROPERLY PREPARED SUBGRADE, REINFORCING WITH
REBAR, POURING 3500 PSI CONCRETE AND SCORING CONCRETE IN SQUARE SECTIONS CHANCES OF
RANDOM CRACKING ARE REDUCED. HOWEVER IT WILL STILL CRACK WHERE IT NATURALLY WANTS TO.
5. LANDSKIP DESIGNS ASSUMES NO RESPONSIBILITY FOR CONCRETE CRACKING.
IRRIGATION SYSTEM SPECIFICATIONS
NOTE: PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS.
IRRIGATION SYSTEM TO BE MODIFIED BY RE-NOZZLING THE EXISTING HEADS WITH MP ROTATORS IN
LAWN AND PLANT BEDS. NEW BEDS WILL NEED TO HAVE HEAD LAYOUT MODIFIED TO PROVIDE HEAD
TO HEAD COVERAGE. THE IRRIGATION SYSTEM NEED NOT PROVIDE WATER TO UNPLANTED AREAS. LOW
WATER CONSUMPTION SYSTEMS ARE ENCOURAGED, INCLUDING THE USE OF WEATHER TRACKING
CONTROLLERS AND DEVICES. THE IRRIGATION SYSTEM SHALL BE MAINTAINED AND OPERATED IN A
MANNER THAT PROMOTES THE HEALTH AND APPEARANCE OF THE PLANTS WHILE MINIMIZING WATER
USE AND AVOIDING EXCESSIVE WATER RUN-OFF.
VICINITY MAP
ALL PLANT BEDS TO BE AMENDED WITH TERRA SORB, SEE PLANT BED AMENDMENTS ON SITE PLAN.
WEATHER TRACKING CONTROLLER TO BE HUNTER PRO-C CONVENTIONAL SERIES WITH SOLAR SYNC
MODULE OR ET SYSTEM, OR APPROVED EQUAL. PLEASE INCLUDE AS A SEPARATE LINE ITEM IN BID.
TREE PROTECTION NOTES
LIGHTING NOTES
1. CONTRACTOR TO PROTECT AND PRESERVE ANY TREES FROM HARM BY THE WORK OR INDIVIDUALS
OR EQUIPMENT INVOLVED IN EXECUTING THE WORK.
1. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT & DESIGN OF LOW-VOLTAGE
LIGHTING WIRE RUNS.
2. PROVIDE PROTECTIVE FENCING AT "CRITICAL ROOT ZONE" (CRZ) OF ANY TREE TO BE PRESERVED.
STOCKPILING OF MATERIALS OR EQUIPMENT IN THIS ZONE SHALL NOT BE ALLOWED. "CRZ" IS
MEASUREMED AS 1.5' RADIUS PER CALIPER INCH OF TREE.
2. ALL WIRE RUNS TO USE THE "HUB" METHOD AND VOLTAGE DROP AT FIXTURES MUST FALL WITHIN
THE ACCEPTABLE PARAMETERS OF THE INDUSTRY STANDARD.
3. THIS PLAN REPRESENTS MAJOR TREES ON THE PROPERTY. IT DOES NOT, HOWEVER, ATTEMPT TO
SHOW ALL VEGETATION ON THE PROPERTY OR ON CONTIGUOUS PROPERTIES AND SHOULD NOT BE
INTERPRETED AS SUCH.
CLIENT: SAIF CORPORATION, SALEM OFFICE
CLIENT CONTACT: TRACY MEYER
DESIGNER: LANDSKIP DESIGNS
DESIGNER CONTACT: ALEXANDRIA DONATI
DESIGNER CONTACT: HOLLY WORKMAN
3. LIGHT FIXTURES THAT PROVIDE LESS THAN THE IDEAL OUTPUT AS PER INDUSTRY STANDARD WILL
BE DEEMED UNACCEPTABLE AND MUST BE RE-WIRED OR ADJUSTED AT THE MULTI-TAP TRANSFORMER.
CALL FOR A UTILITY LOCATE
48 HOURS BEFORE YOU DIG: 1-800-332-2344
4. ALL TREES HAVE BEEN FIELD VERIFIED BY LANDSCAPE ARCHITECT: LANDSKIP DESIGNS, EUGENE,
OREGON, PHONE: (541) 555-5545.
LA 4/589 HINDLE/STANGELAND
LANDSKIP DESIGNS
ALEXANDRIA DONATI
HOLLY WORKMAN
SAIF CORPORATION
400 HIGH ST. S.E. SALEM, OR
REQUIRED REVIEWS
THERE SHALL BE REQUIRED REVIEWS BY LANDSCAPE ARCHITECT OR OWNERS AGENT AT THE
FOLLOWING STAGES OF CONSTRUCTION. REQUEST REVIEWS 72 HOURS IN ADVANCE. 1.
PROJECT START UP & TREE PROTECTION FENCING, 2. LANDSCAPE EXCAVATION TO
SUBGRADE AND PRIOR TO SOIL PLACEMENT & SOIL AMENDING, 3. LAYOUT OF SLEEVING, 4.
IRRIGATION LAYOUT, 5. ALL CONCRETE WORK, 6. AT COMPLETION OF SOIL PREPARATIONS
AND FINISH PLANT BED GRADES, 7. PLANT LAYOUT, INCLUDING TREE PLACEMENT,
GROUNDCOVER, PERENNIAL LAYOUT.
Holly Workman, Alexandria Donati
Technology Studio
SCALE : 1" = 20'-0"
0 10 20
40
date
d.b.
dwg.
rev.
03.09.2011
AED/HAW
L1
COVER SHEET
SITE PLAN NOTES
1. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY
DAMAGE TO EXISTING UTILITIES, PIPES, OR RELATED FACILITIES AT CONTRACTORS EXPENSE AND IN A
MANNER APPROVED BY LANDSCAPE ARCHITECT.
L12
A
LEGEND
PROPERTY LINE
LIMIT OF WORK - ALL SITE IMPROVEMENTS SHALL OCCUR WITHIN
THIS LIMIT OF WORK LINE AS SHOWN ON PLANS.
P
IRRIGATION SLEEVES MIN. (2) PER LOCATION, 4" SCH 40 PVC PIPE. TAPE ENDS WITH DUCT TAPE AND
STAKE WITH 2X2 LABELED STAKES.
XERIC PRAIRIE
P
L14
15
SJ
SJ
SJ
SJ
P
SJ
P
1
2
P
P
P
EXISTING CONCRETE PAVING SANDBLAST REFINISH AND RESEAL. MATCH PROPOSED TO SANDBLAST FINISH.
PLANT BED
SJ
1 4 3
SJ
S
SJ
PROPOSED CONCRETE PAVING 4" THICK REINFORCE WITH #4 REBAR SPACED 24" O.C. BOTH WAYS. THICKEN ALL EDGES. PREPARE 6"
DEPTH COMPACTED 3/4" MINUS CRUSHED ROCK BASE. SANDBLAST FINISH. MATCH TO EXISTING SITE
CONCRETE REFINISH. MATCH COLOR TO EXISTING CONCRETE. LOCATE SCORE LINES AS SHOWN.
CONCRETE MIN. 3500 P.S.I. APPLY WIL-DO ACRYLIC SEALER. SEE ADDITIONAL CONCRETE NOTES THIS
SHEET.
SJ
L14
16
P
EXISTING CONCRETE
SJ
S
10 9 8 7 6
SJ
S
S
S
STONE PAVERS - SAND SET MUTUAL MATERIALS GLACIER SLATE COLOR T.B.D. FINISH GRADE TO BE FLUSH WITH ADJACENT
CONCRETE. PREPARE 4" DEPTH COMPACTED 3/4" MINUS CRUSHED ROCK BASE AND 1" SAND SETTING
BED. SAND JOINTS WITH POLYMETRIC SAND. SEE DETAIL 5, DETAIL SHEET L13.
SJ
MESIC PRIARIE
SJ
SJ
RAISED PLANT BED
DECOMPOSED GRANITE WITH STABILIZERBLEND 12 - 16 LBS (REFER TO MANUFACTURER FOR EXACT BLEND OF STABILIZER) PER 1 TON OF
DECOMPOSED GRANITE. IT IS CRITICAL THAT STABILIZER BE THOROUGHLY AND UNIFORMLY MIXED
THROUGHOUT DECOMPOSED GRANITE. PREPARE 4" OF COMPACTED GRAVEL SUBSTRATE AND 3" OF
STABILIZED DECOMPOSED GRANITE. WATER HEAVILY. COMPACT A 2 TO 4 TON DOUBLE DRUM ROLLER OR
A 1,000 LB SINGLE DRUM ROLLER. DO NOT BEGIN COMPACTION FOR 6 HOURS AFTER PLACEMENT AND
UP TO 48 HOURS. HAND TAMP WITH 8" OR 10" WHEN ADJACENT TO PLANTINGS.
SJ
PLANT BED
L13
4
SJ
SJ
XERIC PRAIRIE KILL GRASS PRIOR TO MOWING TO ROOT LEVEL, SET SID CUTTER @ ½” AND REMOVE TOP OF EXISTING
TURF. SCARIFY SOIL WITH ROTOTILLER, APPLY1” OF SAND AND1” OF PEAT MOSS OR EQUAL AND
INCORPORATE TERRA SORB AT A RATE OF 3 LBS. PER 1,000 SQ.FT. AND AN ORGANIC FERTILIZER. RAKE
AND ROLL WITH LEVEL TO A SMOOTH EVEN PLAIN. SEED WITH XERIC PRAIRIE TYPE SEED MIX AT
MANUFACTURE RATE. APPLY THIN MULCH OVER SEEDED AREA AND WATER.
L15
19
L14
10
SJ
PLANT BED
SJ
STONE PAVERS
L13
1
L14
14
L14
17
L11
A
SJ
MESIC PRAIRIE KILL GRASS PRIOR TO MOWING TO ROOT LEVEL, SET SID CUTTER @ ½” AND REMOVE TOP OF EXISTING
AND ROLL WITH LEVEL TO A SMOOTH EVEN PLAIN. SEED WITH MESIC PRAIRIE TYPE SEED MIX AT
L11
A
L13
2
SJ
ECO LAWN ECO LAWN PREP: KILL GRASS PRIOR TO MOWING TO ROOT LEVEL, SET SOD CUTTER @ ½” AND REMOVE
TOP OF EXISTING TURF. SCARIFY SOIL WITH WITH ROTOTILLER, APPLY 1" OF SAND AND 1" OF PEAT MOSS
ORE EQUAL AND INCORPORATE TERRA SORB AT RATE OF 3 lbs per 1,000 sq.ft. AND AN ORGANIC
FERTILIZER RAKE AND ROLL. LEVEL OUT TO A SMOOTH EVEN PLAIN. SEED WITH ECO LAWN OR ENVIRO LAWN
AT MANUFACTURE RATE. APPLY THIN MULCH OVER SEEDED AREA AND WATER.
L12
A
STONE PAVERS
P
SJ
S
SJ
PLANT BED SOIL PREP: ONLY PREP WITH 4" OF MINT COMPOST NO TILLING, INCORPORATE TERRA SORB INTO COMPOST
AT A RATE OF 1 lb per 100 sq. ft. MULCH WITH 4" OF MINT COMPOST AFTER PLANTING.
P
WET PRAIRIE
GRAVEL
P
ROCK BED 1"-5" DIAMETER WASHED ROUND ROCK MULCH BAND. ADDED TO AND ADJUSTED EXISTING ROCK BED.
SJ
L14
18
L13
5
P
PLANT BED
ECO LAWN
EXISTING TREES - TO REMAIN
PRESERVE AND PROTECT ROOTS & SOIL GRADE WITHIN CANOPY DRIPLINE.
L10
A
SJ
P
L14
11
SJ
L14
13
LEGACY OAK - TO BE PRESERVED
ARBORIST TO SUPERVISE THE REMOVAL OF THE FINE CRUSHED ROCK OR TRENCHING. REMOVAL OF
CRUSHED ROCK SHOULD NOT DISTURB ANY ROOTS OF THE TREE; ALL WORK SHALL STOP UNTILL FURTHER
CONSULTING WITH ARBORIST.
L13
6
SJ
NEW GRAVEL PATH AND SEATING AREA UNDER OAK 3
PREPARE 4" DEPTH LIGHTLY RAKED
4 "- GRAVEL ROCK
P
L13
7
PLANT BED
RAISED PLANT BED
P
PLANT BED SOIL PREP: ONLY PREP WITH 4" OF MINT COMPOST NO TILLING, INCORPORATE TERRA SORB INTO COMPOST
DECOMPOSED GRANITE
L13
9
P
SCULPTURE PLANT BED SOIL PREP: ONLY PREP WITH 4" OF MINT COMPOST NO TILLING, INCORPORATE TERRA SORB INTO COMPOST
L13
8
ROCK BED
L13
4
P
BOULDERS QUARRY BASALT, APPROX. 2-3', ARRANGED AS SHOWN. ROCKS TO BE SET ON EXISTING
GRAVEL BASE. TO BE SELECTED OR APPROVED BY LANDSCAPE ARCHITECT PRIOR TO
PLACEMENT.
P
P
P
P
RAISED PLANT BEDS PREPARE WITH MINIMUM 24" STEER MANURE, 24" SAND, AND MULCH WITH 12" HEMLOCK BARK.
ALL PLANT BEDS TO BE AMENDED WITH TERRA SORB AT A RATE OF 3 LBS. PER 1,000 SQ. FT. AND
IRRIGATED AS NEEDED WITH EXISTING RE-NOZZLED IRRIGATION SYSTEM.
WET PRAIRIE KILL GRASS PRIOR TO MOWING TO ROOT LEVEL, SET SID CUTTER @ ½” AND REMOVE TOP OF EXISTING
AND ROLL WITH LEVEL TO A SMOOTH EVEN PLAIN. SEED WITH WET PRAIRIE TYPE SEED MIX AT
L10
A
LANDSKIP
DESIGNS
ALEXANDRIA DONATI
HOLLY WORKMAN
SAIF CORPORATION
L14
12
Technology Studio
SCALE : 1" = 10'-0"
0 5 10
20
date
d.b.
dwg.
rev.
03.09.2011
AED/HAW
L4
SITE PLAN
S
L13
3
LAYOUT PLAN LEGEND
P.O.B.
25'-3"
23
5'-6 1/2"
5" TYP.
6'-6"
12'-7 1/4"
6'-1"
4" TYP.
8'-5 1/4"
19'-3 1/2"
"
3'-0"
10'-4 3/4"
7'-0"
/2
TREE WELLS 4' X 4' TYP.
R6'-4"
6" TYP.
LAYOUT PLAN NOTES
2'-
2"
CL
1/
'-2
2"
11
/
91
8'-
5'-0"
1'-6"
"
5'-0"
5'-0"
0"
5'-
4"
P.
3/
6
4'-
0"
1'-
TY
5'-0"
5'-
5'-0"
5"
"
20'-
14'-5"
12'-3"
1/
"
9
3'-
"
9"
13
'-0
"
7'-6
"
9 1/4
4"
"
6'-8
4'-
"
4 3/4
19'-
4'-0 1/2"
6"
7'"
4 1/4
29'-
22'3/4"
4'-7
13'-0"
15'"
0 1/4
13'-1
1/4"
6"
RADIAL PATH LINES FROM SCULPTURE
ALIGN WITH EXISTING SCORE JOINTS
0"
4'-
6'-8
0"
"
6" TYP.
5'-
9'-6
3/4"
10'-
4'-0"
"
0 1/2
°
27
1 3/4
5'-1
4'-0"
"
"
6 1/2
"
0 1/2
16'-
"
30°
4'-1
1/4"
'-0"
4'-11 1/2"
16'-6"
CL
23°
7 3/4
"
YP.
7'-0
0" T
2'-2"
"
3 1/4
14'-
R
3'-5 3/4"
8"
11'-
"
R9
9'-1
7'-4
"
0"
20'-
0"
1/4"
11
1 3/4
5 3/4
"
7'11
/4"
8 1/4
18'-
2'-
10'-5 1/4"
14'-0"
1"
0'-
10'-
19'-10"
CL
R1
8"
3'HUB
6'-9"
"
1/4
'-6
18
5"
5'-
2"
8'-7"
8 '- 0 "
CL CL
1/
'-0
0"
ALL LINES CONVERGE AT
CENTER OF R20' CIRCLE
1'-7"
4'-
8'-6
4"
1/
19'-
"
'-2"
'-0
3 3/4
15'-
'18
'-2
10
CL
1/4"
"
CL
/
41
21
1/2
28'8"
"
/4
13
'-1
16
4"
5'-9
14
"
/4
21
5'-
"
4"
3/
°
66
29°
1°
2'-0
'-3
5°
4"
3'-0
1
6'-0"
CL
1/
9'-7
'-7
10
4"
3/4"
"
15
5'-11"
2'-7"
1"
'-1
16
/4
13
4. ALL STAIR TREADS ARE 12" WIDE UNLESS NOTED OTHERWISE.
5. LAYOUT OF LAWN AREAS AND BOULDERS SHALL BE CONFIRMED BY OWNER AND
CONTRACTOR ON SITE.
°
3/
'-1
10
1
2'-
CL
28
18
22
4"
3'-1
1"
5
"
/2
1
'-5
ALL LINES CONVERGE
AT CENTER OF OAK TREE
"
/4
3
'-0
/4"
"
/2
1
'-5
3. ALL ANGLES ARE 90 DEGREES UNLESS NOTED OTHERWISE.
5" TYP.
16'-11 1/2"
1'-0"
11 1
4"
3/
2. ALL DIMENSIONS ARE TO AND FROM FACE OF WALL, OR CENTERLINE UNLESS NOTED
OTHERWISE.
3/
11'-5
.
'-4
12
"
EDGE OF TREE
4"
2'-4"
6'-2 3/4"
YP
"T
'-0
'-4
15
R44'-8
1'-0" TYP.
CL
12'-11 1/2"
CL
'-
10
1'-4 3/4"
6 1/2
10
'-
13
7"
16'-6"
HUB
2'-1
1"
LANDSKIP DESIGNS
ALEXANDRIA DONATI
HOLLY WORKMAN
SAIF CORPORATION
Technology Studio
SCALE : 1" = 10'-0"
0 5 10
20
date
d.b.
dwg.
rev.
03.09.2011
AED/HAW
L5
LAYOUT PLAN
0"
3'-
4"
5'-5"
19'-
4"
/
73
9'-3 3/4"
TREE WELLS 4' X 4' TYP.
"
R1
/
63
"
/4
33
5'-
"
9 1/2
3'-0
20'-
"
/2
31
6'-
"
43
1. THIS SHEET SHOWS LAYOUT OF ALL DESIGNED ELEMENTS. FOR ELEVATION
INFORMATION REFER TO SHEET L6 (GRADING PLAN).
45'-5 3/4"
8 1/2
"
18'-
1'-6
6
5'-1 1/2"
1
'-2
9'-
FIT TREE PLANTERS TO EXISTING
10' X 10' CONCRETE SLAB
32'-5"
10
"
/4
8'-
"
37'-3 3/4"
11
"
"
/4
/4
6'-11"
2'-
"
CENTER LINE
24'-5 1/4"
1'-
4"
2"
5'-7 1/2"
3/
1/
/4
5'-10
8'-111/2"
1/2"
71
'-2
10
8'0"
TY
P.
2'-
6'
4'-11"
4"
1/
1
7'-
"
CENTER POINT OF RADIUS
6" TYP.
21'-3 1/2"
22'-8 1/2"
10
20
'-8
"
6'-6 3/4"
3'-10"
2'-
11
/4
2'-8"
18'-3 1/4"
"
15
16'-4 1/2"
12'-4 1/4"
8'-4 1/4"
6'-5 3/4"
6'-3 1/2"
6'-1"
4'-7 1/2"
3'-8 1/4"
5'-8 3/4"
6'-5 1/4"
10'-5 1/4"
8'-11 1/4"
7'-3"
91
R26'-3"
"
/4
3
'-5
3'-
4"
'-6
11'-5 3/4"
4"
3/
6'-
1/
16
'-5
10
'-2
FOOTING DIMENSION
HUB - 2 X 2 STAKE WITH NAIL TO REMAIN
THROUGHOUT CONSTRUCTION.
2"
'-7
23
4
1/
16
P.O.B.
1/
6'-0"
"
HUB
0"
TYPICAL
FTG
0"
37'-1"
1
R5'-
10'-2"
EQUAL
TYP
3
29'-5"
19'-10 3/4"
6'-0"
EQ
6'-
"
4
7'-
21'-5"
CENTERLINE- CENTER OF DOOR, CIRCLE, ETC.
5'-
/
ON CENTER
CL
HUB
4"
33
9'-
8'-5"
2'-2 1/4"
10'-0" TYP.
HUB
POINT OF BEGINNING - NORTH EAST CORNER OF EXITING RETAINING WALL
OC
LIGHTING PLAN LEGEND
W
P
PATHLIGHT - US ARCHITECTURAL LIGHTING #BSA6. 6" (75 WATT MAX.)
SQUARE 24" OVERALL HEIGHT. TWIN REFLECTOR. HEAVY WALL EXTRUDED
ALUMINUM HOUSING WITH CAST ALUMINUM TOP CAP. CAST ALUMINUM
BASE PLATE. POLYESTER POWDERCOAT FINISH.
U
UPLIGHTINGBK LIGHTING 8 WATT # BKSSL SQUARE GOLD STAR. SEE MANUFACTURE
SPECIFICATIONS FOR INSTALLATION AND MOUNTING TYPE.
21
WIRING HUB - LOCATE WIRE JUNCTION CONNECTIONS INSIDE UTILITY VAULT
(CARSON OR APPROVED). USE ACE CONNECTORS FOR ALL WIRE UNIONS
AND JUNCTIONS.
1
2
19
20
WALL LIGHT - VISTA GW 5262-B-LA5SP (20 WATT BULB).
ELECTRICAL WIRE -
LOW VOLTAGE WIRE. 12-2, 10-2, 8-2 ETC.
LIGHTING TRANSFORMER UNIQUE LIGHTING MULTI-MATIC TRANSFORMER 1120 SS HFORCE 1800
OUTLET FOR TRANSFORMER POWER SOURCE - SPECIFY WATERPROOF FOR
EXTERIOR LOCATIONS. VERIFY POWER SOURCE, MIN. VOLTS @ OUTLET = 120
VOLTS. CHECK VOLTAGE ON TRANSFORMER SIDE TO BE 14 VOLTS.
3
(E) SLEEVINGALL ELECTRICAL SLEEVING RUNS PARALLEL ACROSS HARDSCAPES WITH IRRIGATION SLEEVES.
18
LIGHTING NOTES
4
1. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT & DESIGN OF
LOW-VOLTAGE LIGHTING WIRE RUNS.
2. ALL WIRE RUNS TO USE THE "HUB" METHOD AND VOLTAGE DROP AT FIXTURES MUST
FALL WITHIN THE ACCEPTABLE PARAMETERS OF THE INDUSTRY STANDARD.
17
3. LIGHT FIXTURES THAT PROVIDE LESS THAN THE IDEAL OUTPUT AS PER INDUSTRY
STANDARD WILL BE DEEMED UNACCEPTABLE AND MUST BE RE-WIRED OR ADJUSTED AT THE
MULTI-TAP TRANSFORMER.
VOLTAGE DROP CALCULATIONS
5
16
14
15
10
12
LIGHT FIXTURE, TYP.
MAX (5) PER HUB
USE BRASS ACE
CONNECTOR AT EACH
FIXTURE
13
LARGE BRASS ACE
CONNECTOR HUB
6
11
9
CIRCUIT 1:
.000233 x 60W x 116FT = 1.62
TAB # 13
CIRCUIT 2:
.000233 x 80W x 95FT = 1.77
TAB # 13
CIRCUIT 3:
.000233 x 100W x 90FT = 2.09
TAB # 14
CIRCUIT 4:
.000233 x 80W x 110FT = 2.05
TAB # 14
CIRCUIT 5:
.000233 x 80W x 145FT = 2.70
TAB # 14
CIRCUIT 6:
.000233 x 48W x 95FT = 1.07
TAB # 13
CIRCUIT 7:
.000233 x 60W x 195FT = 2.72
TAB # 14
CIRCUIT 8:
.000233 x 60W x 180FT = 2.51
TAB # 14
CIRCUIT 9:
.000233 x 48W x 125FT = 1.41
TAB # 13
CIRCUIT 10:
.000233 x 40W x 135FT = 1.25
TAB # 13
CIRCUIT 11:
.000233 x 100W x 115FT = 2.67
TAB # 14
CIRCUIT 12:
.000233 x 20W x 90FT = .42
TAB # 12
CIRCUIT 13:
.000233 x 65W x 115FT = 1.75
TAB # 13
CIRCUIT 14:
.000233 x 60W x 65FT = .90
TAB # 12
CIRCUIT 15:
.000233 x 100W x 80FT = 1.86
TAB # 13
CIRCUIT 16:
.000233 x 77W x 95FT = 1.7
TAB # 13
CIRCUIT 17:
.000233 x 60W x 110FT = 1.53
TAB # 13
CIRCUIT 18:
.000233 x 60W x 95FT = 1.32
TAB # 13
CIRCUIT 19:
.000233 x 20W x 80FT = .37
TAB # 12
CIRCUIT 20:
.000233 x 37W x 95FT = 0.89
TAB # 12
CIRCUIT 21:
.000233 x 60W x 150FT = 2.09
TAB # 14
CIRCUIT 22:
.000233 x 45W x 30FT = .32
TAB # 12
CIRCUIT #: R x W x L = VOLTAGE DROP
R = RESISTANCE IN 12-2 WIRE (OREGON STANDARD)
X .67 RESISTANCE FOR 10-2 WIRE
X .39 RESISTANCE FOR 8-2 WIRE
W = TOTAL WATTAGE ON CIRCUIT
L = LENGTH OF RUN TO HUB OR FIRST LIGHT
MAX 200' WIRE VARIES
6" SQUARE FLAT
TOP BOLLARD. 42"
OVERALL HEIGHT.
U.S. ARCHITECTURAL
LIGHTING #BSA6 (75
WATT MAX.)
MAX 20' FROM HUB
12-2 WIRE
NOTE: LAYOUT OF LIGHTS AND HUBS INTENDED TO KEEP VOLTAGE DROP TO 3.00 VOLT OR LESS.
CHANGES TO LAYOUT SHOULD REFLECT THIS GOAL. ALL LIGHTS TO BE PROVIDED WITH A RANGE
OF 12V TO 14V.
8
7
WALKWAY
8"
12-2 WIRE TYP.
SEE MANUFACTURES SPEC
FOR PEDESTAL MOUNT
POST OR EQUAL
PATH LIGHT DETAIL
SCALE 1/2" = 1'-0"
LANDSKIP DESIGNS
ALEXANDRIA DONATI
HOLLY WORKMAN
SAIF CORPORATION
SCALE 1/2" = 1'-0''
Technology Studio
SCALE : 1" = 10'-0"
0 5 10
20
date
d.b.
dwg.
rev.
03.09.2011
AED/HAW
L7
LIGHTING PLAN
22
(6) CHNOPE
(1) RHTY
(7) FOGA
(4) POMU
(6) ECBABL
(3) CHNOPE
(5) CHNOPE
(9) PEAT
(6) ECBABL
(9)CAACKA
(5) CHNOPE
(9) FEMA
(1) RHTY
(1) QUGA
PLANT LIST
(5) SARH
(3) CAACKA
(4) ASPU
(5) SACO
(5) JUCHHE
(26) RUHI
(4) SPDO
(3) RHTY
(22) POMU
(11) LAST
(17) FEMA
(8) CHNOPE
(9) SPDO
(19) POMU
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
TREES
(14) MOCAED
(7) ASPU
SYMBOL
LEGEND
(2)CAACKA
(4) POMU
(7) FEMA
(11) LAST
(19) ASPU
(14) SARH
(10) POMU
(21) FEMA
(11) LAST
51
- CHAMAECYPARIS NOOTKATENSIS 'PENDULA'
- WEEPING ALASKAN CEDAR
6'-8'
CLLU
9
- CLADRASTUS LUTEA
- AMERICAN YELLOWWOOD
2" CAL
JUCHHE
5
- JUNIPERUS CHINENSIS 'HETZII COLUMNARIS'
- GREEN COLUMNAR JUNIPER
MAGR
2
- MAGNOLIA GRANDIFLORA
- SOUTHERN MAGNOLIA
POTR
51
- POPULUS TREMULOIDES
- QUAKING ASPEN
QUGA
1
- QUERCUS GARRYANA
- OREGON OAK
RHTY
14
- RHUS TYPHINA
- STAGHORN SUMAC
COSE
16
- CORNUS SERICEA
- RED OSIER DOGWOOD
3 GAL
COSEFL
33
- CORNUS SERICEA 'FLAVIRAMEA'
- YELLOW TWIG DOGWOOD
3 GAL
LAST
63
- LAVENDULA STOECHAS
- SPANISH LAVENDER
1 GAL
FOGA
22
- FOTHERGILLA GARDENII
- DWARF FOTHERGILLA
2 GAL
PEAT
36
- PEROVSKIA ATRIPLICIFOLIA
- RUSSIAN SAGE
1 GAL
- PIERIS JAPONICA 'VALLEY VALENTINE'
- VALLEY VALENTINE PIERIS
3 GAL
CHNOPE
6'-8'
2" CAL
1 1/2" CAL
1 1/2" CAL
15 GAL
SHRUBS
(2) MAGR
(8) COSEFL
(22) COSEFL
(6) PIJAVV
(26) MOCAED
(15) RUHI
(6) FOGA
(17) SACO
(16) SACO
(5) COSE
(8) CHNOPE
(16) ECPU
(10) FEMA
(1) RHTY
(37) SEAU
(32) MOCAED
(10) MOCAED
(9) CAACKA
PIJAVV
(4) CAACKA
(7) LAST
POMU
59
- POLISTICHUM MUNITUM
- WESTERN SWORD FERN
1 GAL
SACO
38
- SARCOCOCCA CONFUSA
- SWEET BOX
1 GAL
SPDO
39
- SPIRAEA DOUGLASII
- WESTERN SPIRAEA
3 GAL
39
- ASTILBE PURPURKERZE
- CHINESE ASTILBE
CAACKA
115
- CALAMAGROSTIS X ACUTIFLORA
'KARL FOERSTER'
- FEATHER REED GRASS
1 GAL
ECPU
96
- ECHINACEA PURPUREA
- EASTERN PURPLE CONEFLOWER
6" POT
ECBABL
12
- ECHINOPS BANATICUS 'BLUE GLOW'
- GLOBE THISTLE
6" POT
- FESTUCA MAIREI
- ATLAS FESCUE
1 GAL
- JUNCUS EFFUSUS*
- COMMON RUSH
1 GAL
1 GAL
(39) MOCAED
(2) CLLU
PERENNIALS
(38) SEAU
ASPU
(21) RUHI
(1) RHTY
(3) POTR
116
FEMA
(28) CAACKA
(5) POTR
(2) COSE
TREE CARE
GENERAL
PROTECT EXISTING TREES TO REMAIN AGAINST DAMAGE.
PROVIDE 48 INCH HIGH HEAVY DUTY PLASTIC BARRICADES (SNOW BARRIER TYPE)
AT THE PERIMETER DRIP LINES OF ALL TREES TO REMAIN. CUT AND TREAT
TREE ROOTS FOLLOWING ACCEPTED ARBORICULTURAL PRACTICES. PROTECT TREES
AGAINST VEHICULAR TRAFFIC, STORED MATERIALS, DUMPING, CHEMICALLY
INJURIOUS MATERIALS, AND PUDDLING OR CONTINUOUS RUNNING WATER.
PROVIDE NECESSARY BARRICADES AS INDICATED ON PLAN.
ERECT BARRICADES PRIOR TO WORK, AND UNLESS OTHERWISE INSTRUCTED,
REMOVE ONLY AFTER COMPLETION OF WORK.
EARTH STOCKPILING, MATERIAL STORAGE AND VEHICULAR PARKING IS
PROHIBITED WITHIN DRIPLINE OF TREES.
PROHIBIT UNNECESSARY CUTTING, BREAKING, AND SKINNING OF BRANCHES,
ROOTS, AND BARK.
PROHIBIT FIRES, HIGH HEAT, AND SMOKE ADJACENT TO TREES AND PLANTS.
246
JUEF
(7) SPDO
(16) PEAT
MOCAED
128
- MOLINIA CAERULEA 'EDITH DUDSZUS'
- PURPLE MOOR GRASS
'EDITH DUDSZUS'
RUHI
71
- RUDBECKIA HIRTA
- BLACK EYED SUSAN
6" POT
SARH
19
- SALVIA 'RHAPSODY IN BLUE'
- GARDEN SAGE
6" POT
SEAU
76
- SEDUM 'AUTUMN FIRE'
- AUTUMN FIRE SEDUM
6" POT
NONE
125
- THYMUS LANUGINOSUS*
- WOOLLY THYME
2" POT
*JUNCUS EFFUSUS TO BE PLANTED AT RANDOM THROUGHOUT DRY ROCK BED AS APPROVED BY LANDSCAPE ARCHITECT
*THYMUS LANUGINOSUS TO BE PLANTED 4" ON CENTER
(1) RHTY
(1) RHTY
(3) POTR
(4) SPDO
(1) RHTY
1 GAL
(5) CAACKA
(1) RHTY
(3) FOGA
(9)CAACKA
(15) ECPU
(12) CHNOPE
(6) POTR
(15)ECPU
(8)FEMA
(5) CHNOPE
(15) SPDO
(4) COSE
(2) PEAT
PRODUCTS
FENCING: TEN STAR SAFETY FENCE
FERTILIZER: 16-16-16
(8) LAST
(3) COSEFL
(44) FEMA
(3) CLLU
(36) CAACKA
(2) RHTY
1. CONTRACTOR TO PROTECT TREES TO REMAIN FROM HARM BY THE WORK
OR INDIVIDUALS OR EQUIPMENT INVOLVED IN EXECUTING THE WORK.
(4) COSE
2. OWNER OR OWNER'S REPRESENTATIVE TO BE ON SITE DURING TREE REMOVAL.
3. NOTIFY OWNER OR OWNER'S REPRESENTATIVE 48 HOURS IN ADVANCE OF TREE REMOVAL.
4. ALL TREES HAVE BEEN VERIFIED BY LANDSCAPE ARCHITECT:
LANDSKIP DESIGNS, EUGENE, OREGON, Phone: (541) 555-5545.
(6)FOGA
5. CANOPY OF TREE IS SCHEMATIC. PROVIDE PROTECTIVE FENCING AT ACTUAL DRIPLINE OF TREE.
(2) RHTY
(55)CAACKA
LANDSKIP DESIGNS
ALEXANDRIA DONATI
HOLLY WORKMAN
SAIF CORPORATION
Technology Studio
SCALE : 1" = 10'-0"
0 5 10
20
date
d.b.
dwg.
rev.
3.09.2011
AED/HAW
L8
PLANTING PLAN
(9) RUHI
(3) CLLU
6
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
A
P
P
P
P
P
P
P
LEE KELLY SCULPTURE GARDEN PLAN
SCALE 1/4" = 1'-0"
LEE KELLY SCULPTURE GARDEN SECTION SOUTH FACING
SCALE 1/4" = 1'-0"
LANDSKIP DESIGNS
ALEXANDRIA DONATI
HOLLY WORKMAN
SAIF CORPORATION
Drawing name: C:\Users\aaastudent\appdata\local\temp\AcPublish_1028\L9-Sculpture detail-PAGE.2.dwg
Saved on: Mar 08, 2011@ 10:56pm By user: aaastudent
P
Technology Studio
SCALE : 1/4" = 1'-0"
0 5 10
20
date
d.b.
dwg.
rev.
03.09.2011
AED/HAW
L9
SECTION/ELEVATION
P
LEE KELLY SCULPTURE GARDEN EAST FACING
SCALE 1/4" = 1'-0"
LANDSKIP DESIGNS
ALEXANDRIA DONATI
HOLLY WORKMAN
SAIF CORPORATION
Drawing name: \\aaafileserver\Courses\2011-Winter-LA489-Hindle\STUDENT GROUPS\LandskipDesigns\Group Drawings\Sheets\L10-Sculptu
re detail.dwg
A
Technology Studio
SCALE : 1/4" = 1'-0"
0 5 10
20
date
d.b.
dwg.
rev.
03.09.2011
AED/HAW
L10
SECTION/ELEVATION
HERITAGE OAK PLAZA SECTION WEST FACING
SCALE 1/4" = 1'-0"
LANDSKIP DESIGNS
ALEXANDRIA DONATI
HOLLY WORKMAN
SAIF CORPORATION
Drawing name: \\AAAFILESERVER\Courses\2011-Winter-LA489-Hindle\STUDENT GROUPS\LandskipDesigns\Group Drawings\Sheets\L12-STAIRS
detail.dwg
A
Technology Studio
SCALE : 1/4" = 1'-0"
0 5 10
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d.b.
dwg.
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03.09.2011
AED/HAW
L12
SECTION/ELEVATION
#4 REBAR
8 3/4"
1 3/4" O PIPE WELDED
TO SQ. TUBING. JOINT
IS GROUND FLUSH.
CHANNEL DRAIN
2 1/2"
4"
SEE PAVER DETAIL
7 3/4"
1'
2"
R2 1/
1/2"
2'-9 1/4"
4"
1"
2 X 2 SHOE. SHOE SLIDES OVER 1" SQ.
TUBING AND COVERS MORTAR JOINT.
1"-2" DIAMETER WASHED ROUND ROCK
MULCH BAND, 4" DEPTH
WIDTH VARIES
SEE PLAN
STEEL EDGING, INSTALL PER MANUFACTURER
SPECIFICATION
EXISTING ORGANIC MATERIAL
4"
7 3/4"
1" SQ. TUBING WELDED TO
1 3/4" PIPE MOUNT TUBING
INTO CAST POCKET
WITH MORTAR.
#4 REBAR
SUBGRADE SOIL
6" COMPACTED 3/4" MINUS
CRUSHED ROCK.
1
4"
SEE BENCH DETAIL
1'-0"
1"
2"
3" THICK DECOMPOSED GRANITE
RAKE TO A SMOOTH, CONSISTENT LEVEL, SURFACE FREE
OF CLUMPS
6"
6"
1
2 ""X
PRO-STEEL PS 14-10
EDGING STAKE PER
MANUFACTURER SPEC.
20 X 1'-6" BOLT
4" THICK OF 3/4" MINUS
CRUSHED QUARRY ROCK.
4"
1'-0"
CHANNEL DRAIN
SEE DETAIL19 SHEET L-15
4 3/4"
1"
1 21 " ROUND ROCK
WELDED STEEL T-BAR
'AMOCO' WOVEN GEOTEXTILE
#2000 FABRIC SHALL HAVE
A MINIMUM OF 18" OVERLAP
ASSEMBLE BOLTS THROUGH 1" X 5" WOOD
SLATS WITH WASHERS AS SPACERS BETWEEN
EACH SLAT. FASTEN TO STEEL CONNECTOR
AFTER CONCRETE SETS.
4" PERFORATED DRAIN LINE
SURROUNDED BY 10" OF 1"-2"
ROUND ROCK. DIRECT RUNOFF TO
APPROVED LOCATION.
GRADE ZINC
SERRATED FLANGE HEX LOCK NUTS
NOTE: ALL LAYERS OF GRAVEL
PAVING SHOULD BE COMPACTED
WITH A 2-4 TON DOUBLE DRUM ROLLER
OR A 1,000 IL SINGLE DRUM ROLLER
WASHER
1
2 ""-20
#4 REBAR
SCALE 3/4" = 1'-0"
4" 2"
1'-6"
2-3/8"
6" TYP.
3
SCALE 3/4" = 1'-0"
VERIFY
2'-0"
PLANT BED SOIL. SEE SITE PLAN FOR
COMPOSITION AND TYPE.
UNDISTURBED
SUBGRADE
SCALE 1" = 1'-0"
4
5
SCALE 3/4" = 1'-0"
6
SCALE 3/4" = 1'-0"
SCALE 1" = 1'-0"
6"
PRECAST CONCRETE PILLAR. 12" X 4" L-BRACKET SUPPORT CAST INTO PILLAR.
#4 STEEL REBAR REINFORCEMENT
2'-0"
#4 STEEL REBAR
STEPPING STONES - 24" WIDTH
6"
PRECAST CONCRETE SLAB
11 3/4"
5"
GLACIER SLATE STEPPING
STONE PATH - STONE
THICKNESS SHALL BE 1 34 ". SIZE
OF STONES SHALL BE APPROX.
24" X 24" AND SPACED APPROX.
6" APART, ARRANGED SIMILAR
TO WHAT IS SHOWN ABOVE IN
PLAN VIEW
#4 STEEL REBAR REINFORCEMENT THROUGH
CAST ON SITE CONCRETE PAVING
1'-0"
6" LAG BOLT SLEEVE TO BE CAST
INTO PRECAST CONCRETE SLAB.
INSERT BOLT TO PRECAST SLAB
THEN SLIDE INTO NOTCH OF
L-BRACKET. THEN TIGHTEN DOWN
BOLT.
6"
2'-0"
PLAN VIEW DETAIL
#4 STEEL REBAR THROUGH STEEL FOUNDATION SUPPORT.
CAST INTO PRECAST PILLAR
4"
2'-0"
<
2'-0"
1" DEPTH SAND BEDDING LAYER
5"
4" DEPTH 3/4" MINUS CRUSHED
ROCK, COMPACTED
6"
11 1/2"
PLANT BED SOIL
7
SCALE 3/4" = 1'-0"
8
LANDSKIP DESIGNS
ALEXANDRIA DONATI
HOLLY WORKMAN
5"
9
SCALE 3/4" = 1'-0"
SAIF CORPORATION
2
SCALE 3/4" = 1'-0"
4 1/2"
1
Technology Studio
SCALE 1/2" = 1'-0"
SCALE VARIES
0 5 10
20
date
d.b.
dwg.
rev.
03.09.2011
AED/HAW
L13
CONSTRUCTION
DETAILS

saif corporation landscape construction documents

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