Att_4_Tulelake_Combined_50__Drawings.pdf
PDF 26 MB Posted
- Attached to
- GAOA - Design & Construction of New Building
- Solicitation number
- 140F0821R0002
About this file
This document provides details on a federal solicitation for design and construction services. The Department of the Interior Fish and Wildlife Service is seeking proposals for the GAOA - Design Build of a New Visitors Center and Headquarters Building at the Tule Lake National Wildlife Refuge. Solicitation number 140F0821R0002 has been assigned to this opportunity. Proposals are due in response to designing and constructing a new building to serve as the visitors center and headquarters for the Tule Lake NWR. The selected offeror through this solicitation process will be responsible for providing full design and construction services for the new facility.
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FISH AND WILDLIFE SERVICE
LEGACY REGIONS 1, 7, & 8 OFFICE OF ENGINEERING
TULELAKE, CALIFORNIA
UNITED STATES DEPARTMENT OF THE INTERIOR
TULE LAKE, TULELAKE CALIFORNIA
TULELAKE NWR
SURVEYED DESIGNED DRAWN CHECKED
DATE DRAWING NO.
SURVEYED BY PROJECT MANAGER
REVIEWED FOR SAFETY COMPLIANCE
REVIEWED FOR ENVIRONMENTAL COMPLIANCE
REVIEWED FOR ADA COMPLIANCE
CERTIFIED 10 CFR 435 COMPLIANCE (ENERGY)
SUBMITTED BY REGIONAL ENGINEER
PROGRAMMATIC REVIEW
SHEET OF
REV. DATE DESCRIPTION BY
7R-AK-10074650-G001
NEW HEADQUARTERS
FACILITY
COVER SHEET
02/17/2021
JDMSMS
50% SCHEMATIC DESIGN
645 'G' STREET, SUITE 400
ANCHORAGE, ALASKA 99501
Phone: 907.258.7777
Fax: 907.279.8195 www.rimarchitects.com
DOWL
4041 'B' STREET
ANCHORAGE, ALASKA 99503
907.562.2000
CIVIL/
STRUCTURAL/
LANDSCAPE
RIM ARCHITECTS
645 'G' STREET, SUITE 400
ANCHORAGE, ALASKA 99501
907.258.7777
ARCHITECT
STANLEY CONSULTANTS
5775 WAYZATA BOULEVARD, SUITE 300
MINNEAPOLIS, MINNESOTA 55416
952.738.4375
MECHANICAL/
ELECTRICAL
50% SCHEMATIC DESIGN
US FISH AND WILDLIFE SERVICE
02/17/2021
VICINITY MAP:GENERAL PROJECT NOTES:
1. CONTRACT DOCUMENTS: THE CONTRACT DOCUMENTS FOR THIS PROJECT, TITLED NEW HEADQUARTERS FACILITY, DATED 02/17/21, CONSIST OF THE PROJECT MANUAL AND CONSTRUCTION DOCUMENTS, ALL INFORMATION HEREIN SHALL BE TREATED EQUALLY, WITHOUT HIERARCHY, AND/OR ORDER OF PRECEDENCE, UNLESS OTHERWISE NOTED. SHOULD A CONFLICT ARISE BETWEEN CONTRACT DOCUMENTS, THE MORE
STRINGENT CODE COMPLIANT RESOLUTION SHALL APPLY.
2. ELECTRONIC MEDIA: THE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UTILIZING ELECTRONIC FORMATS OF AUTOCAD AND REVIT VERSION 2021. THE AVAILABILITY OF ELECTRONIC BASE FLOOR PLANS, AND/OR OTHER RELATED DOCUMENT FOR USE BY THE GENERAL CONTRACTOR FOR THE USE ON THIS SPECIFIC PROJECT IS CONDITIONALLY GRANTED THROUGH PERMISSION OF THE A/E DESIGNER OF RECORD.
3. VERIFY CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL PROJECT-RELATED NEW AND/OR EXISTING CONDITIONS, INCLUDING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. PROMPTLY NOTIFY THE
GOVERNMENT IN WRITING OF DISCREPANCIES AND/OR UNKNOWN CONDITIONS OBSERVED.
4. DRAWING FORMAT: THESE CONSTRUCTION DOCUMENTS HAVE BEEN PRODUCED AT DRAWING SCALES THAT RELATE TO THEIR FULL-SIZE FORMAT 22"X34". DEVIATIONS TO THIS FORMAT SIZE WILL PRODUCE DRAWINGS OUTSIDE OF THE SCALE LIMITS INDICATED. DRAWING REPRODUCTIONS OF ANY FORMAT SHOULD NOT BE
SCALED FOR DIMENSIONAL ACCURACY. USE GRAPHIC SCALES ACCORDINGLY.
5. PROJECT IMPLEMENTATION REQUIRES COORDINATION BETWEEN ALL DRAWING AND SPECIFICATION DISCIPLINES. THE OWNER IS NOT LIABLE FOR COSTS ASSOCIATED WITH CONFLICTS BETWEEN PLAN OR
SPECIFICATION SECTIONS.
NOTE: SOME PROJECT BETTERMENTS ILLUSTRATED.
SHEET NUMBER SHEET NAME
P101 PERSPECTIVE
P102 PERSPECTIVE
P103 PERSPECTIVE
SHEET NUMBER SHEET NAME
M101 MECHANICAL PLAN
SHEET NUMBER SHEET NAME
E101 POWER PLAN
E102 LIGHTING PLAN
SHEET NUMBER SHEET NAME
FP101 FIRE ACCESS PLAN
SHEET NUMBER SHEET NAME
A102 ROOF PLAN
A103 REFLECTED CEILING PLAN
A104 FINISH FLOOR PLAN
A105 FURNITURE FLOOR PLAN
A112 ENLARGED FIRST FLOOR PLANS
A201 EXTERIOR ELEVATIONS
A202 EXTERIOR ELEVATIONS
A203 ALTERNATIVE ART ELEVATIONS AND SECTION
A204 ART GRAPHICS
A301 BUILDING SECTIONS
A302 WALL SECTIONS
A401 ENLARGED ELEVATION
A402 CASEWORK ELEVATION
A601 OPENING SCHEDULE
SHEET NUMBER SHEET NAME
A001 ABBREVIATIONS AND SYMBOLS LEGEND
A101 FLOOR PLAN
SHEET NUMBER SHEET NAME
S101 GENERAL STRUCTURAL NOTES
SHEET NUMBER SHEET NAME
L100 LANDSCAPE OVERALL PLAN
L101 LANDSCAPE PLANTING PLAN
L102 LANDSCAPE DETAILS
L103 LANDSCAPE NOTES
SHEET NUMBER SHEET NAME
CD101 CIVIL DEMOLITION PLAN
CD102 CIVIL DEMOLITION PLAN
C103 CIVIL SITE/ GRADING PLAN
C104 CIVIL SITE/ GRADING PLAN
C105 CIVIL UTILITY PLAN
C106 CIVIL UTILITY PLAN
C107 CIVIL TYPICAL SECTIONS
C108 CIVIL DETAILS
SHEET NUMBER SHEET NAME
G001 COVER SHEET
G002 CODE ANALYSIS / LIFE SAFETY PLANS
G003 WALL AND ROOF ASSEMBLIES
U.S. FISH & WILDLIFE SERVICE
TULELAKE NWR
NEW HEADQUARTERS FACILITY
ASSET 10072616
SHEET INDEX
GENERAL
CIVIL
LANDSCAPE
STRUCTURAL
ARCHITECTURAL, CONT.
FIRE PROTECTION
ELECTRICAL
MECHANICAL
ARCHITECTURAL
PERSPECTIVES
PROJECT
LOCATION
PROJECT
LOCATION
PROJECT
LOCATION
UP
C
B
A
C'
B'
A'
8 9 11 12 1310
STORAGE
B 0
OFFICE
B 2
OFFICE
B 2
OFFICE
B 1
OFFICE
B 1
OFFICE
B 2
BREAK
B 2
LE OFFICE
B 1
COPY
B 2
OFFICE
B 1
OFFICE
B 1
030.1
IT
B 1
031.1
RESTROOM
B 0
RESTROOM
B 0
MECHANICAL/ELEC
B 1
LIBRARY
B 4
029.1
PHONE BOOTH
B 1
028.1
PHONE BOOTH /
MOTHER
B 1
CONFERENCE
B 25
EXHIBIT LOBBY
A-3 55
CLASSROOM
E 40
OPEN OFFICE
B 13
VEST
B 1
5' - 0 1/2"
5' - 0 1/2"
REST
B 0
STORAGE
S 1
JAN
B 1
HALLWAY
B 2
REST
B 0
33 30
027.1
JANITOR
B 1
VEST
B 0
029.2
VEST
B 0
HALLWAY
HALLWAY
53' - 1" TRAVEL DISTANCE 90'-8" TRAVEL DISTANCE
45' - 5" TRAVEL DISTANCE
PH
PH
PH
PH
FIRE EXTINGUISHER LOCATION
LIFE SAFETY PLAN GENERAL NOTES
LIFE SAFETY PLAN LEGEND
RM NO
ROOM NAME
XXXXXX XXXX
X
NET SF
NUMBER OF OCCUPANTS
NUMBER OF EXITS REQUIRED
IBC OCCUPANCY CLASSIFICATION
42 OCCUPANT LOAD THRU EXIT
1. REFERENCE CODES: ALL WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES,
STANDARDS, REGULATIONS, AND OTHER SUPPLEMENTAL AMENDMENTS RELATED TO
THE JURISDICTIONS OF THE PROJECT, IN THEIR LATEST AND MOST RECENT ADOPTED
EDITIONS, AND EFFECTIVE DATES.
PATH OF TRAVEL
DOOR WITH PANIC HARDWAREPH
B'
A'
8 9 10
MEZZANINE
B 2
90'-8" TRAVEL DISTANCE
OPEN TO
BELOW
OPEN TO
BELOW
OPEN TO
BELOW
DESIGNED DRAWN CHECKED DATE DRAWING NO.
SHEET OF
REV. DATE DESCRIPTION BY
TULELAKE NWR
7R-AK-10074650-
VERIFY SCALE
THIS BAR IS
ONE INCH ON
ORIGINAL DRAWING
0" 1"
ADJUST SCALES
ACCORDINGLY, IF
NOT ONE INCH
ON THIS SHEET
G002
NEW HEADQUARTERS FACILITY
CODE ANALYSIS / LIFE SAFETY PLANS
02/17/2021JDMB, CT, JEMS
G002
50% SCHEMATIC DESIGN
G002
1 FIRST FLOOR LIFE SAFETY PLAN
CODE STUDY
ALL WORK SHALL COMFORM TO ALL APPLICABLE BUILDING CODES, STANDARD REGULATIONS, AND OTHER SUPPLEMENTAL AMENDMENTS RELATED TO THE JURISDICTIONS OF THE PROJECT, IN THEIR LATEST AND MOST RECENT ADOPTED EDITIONS, AND EFFECTIVE DATES.
APPLICABLE CODES
CALIFORNIA BUILDING CODE (CBC) 2019
CALIFORNIA FIRE CODE (CFC) 2019
CALIFORNIA MECHANICAL CODE (CMC) 2019
CALIFORNIA PLUMBING CODE (CPC) 2019
CALIFORNIA ELECTRICAL CODE (CEC) 2019
CITY OF OAKLAND PLANNING CODE (06/05/2019)
CITY OF OAKLAND BUILDING CODE AMMENDMENTS (11/07/2019)
ENERGY EFFICIENCY STANDARDS 2019
CAL GREEN 2019
OCCUPANCY CLASSIFICATION: MIXED USE - A-3, B
CONSTRUCTION TYPE: (SECTION 602) TYPE VB FULLY SPRINKLERED
FIRE RESISTANCE RATING REQUIREMENTS: TABLE 601
PRIMARY STRUCTURAL FRAME 0-HOURS
BEARING WALLS 0-HOURS
FLOOR CONSTRUCTION 0-HOURS
ROOF CONTRUCTION 0-HOURS
GENERAL HEIGHT AND AREA LIMITATIONS: TABLE 504.3 & 504.4
GROUP CONSTRUCTION TYPE AREA PER FLOOR # OF STORIES HEIGHT
A-3 VB 24,000 SF 1 60
B VB 36,000 SF 2 60
CURRENT FLOOR AREA:
REQUIRED SEPARATION OF OCCUPANCIES:
OCCUPANCY A B S E
A N 1 1 N B 1 N N 1 S 1 N N 1 E N N 1 N
G002
2 MEZZANINE LIFE SAFETY PLAN
GENERAL MEANS OF EGRESS: OCCUPANT LOAD:
EXHIBIT HALL WING
A-3: 55 OCCUPANTS
E: 40 OCCUPANTS
B: 5 OCCUPANTS
OFFICE WING
B: 66 OCCUPANTS
TOTAL OCCUPANT LOAD: 166 OCCUPANTS
FIRE- RESISTANCE RATING REQUIREMENTS FOR 10< X 30 TYPE OF CONSTRUCTION VB OCCUPANCY GROUP A,B AND E = 0
EXTERIOR WALLS BASE ON FIRE
SEPARATION DISTANCE:
MININUM REQUIRED EGRESS WIDTH: (SECTION 1005.1)
MINIMUM PLUMBING FACILITIES
OCCUPANCY WATER CLOSET (MENS) WATER CLOSET (WOMENS) LAVATORIES (MENS) LAVATORIES (WOMENS) DRINKING FOUNTAIN MOP SINK
A-3 1 1 1 1 1 1 E 1 1 1 1 1 1 B 2 2 1 1 1 0
PLAN
NORTH
PLAN
NORTH
WALL TYPE A
- 8" CMU
- WEATHER BARRIER
- 4" RIGID INSULATION (25 PSI EPS)
- VAPOR BARRIER
- 2 1/2" METAL STUD
- 5/8" GYPSUM WALL BOARD
EXTERIOR INTERIOR
WALL TYPE C
- 5/8" GYPSUM WALL BOARD
- 6" METAL STUD WITH BATT INSULATION
- 5/8" GYPSUM WALL BOARD
WALL TYPE D
- 5/8" GYPSUM WALL BOARD
- 3 5/8" STUD W/ BATT INSULATION
- 5/8" GYPSUM WALL BOARD
WALL TYPE B
- FIBER CEMENT SIDING
- WEATHER BARRIER
- 3-5/8" METAL STUDS W/FULL BATT INSULATION
- 4" RIGID INSULATION (25 PSI EPS)
- VAPOR BARRIER
- 2 1/2" METAL STUD
- 5/8" GYPSUM WALL BOARD
EXTERIOR INTERIOR
ROOF TYPE 1: METAL ROOF
- METAL ROOF STANDING SEAM "RUST-LOOK"
- 5/8" SHEATHING
- WOOD TRUSS/JOIST
- VENT SPACE
- R60 CONTINOUS INSULATION
- CONTINOUS VAPOR RETARDER
- 5/8" GYPSUM BOARD
1 1/2"
12"
ROOF TYPE 2
- MEETAL ROOF STANDING SEAM "RUST-LOOK"
- 5/8" SHEATHING
- WOOD RAFTERS
DESIGNED DRAWN CHECKED DATE DRAWING NO.
SHEET OF
REV. DATE DESCRIPTION BY
TULELAKE NWR
7R-AK-10074650-
VERIFY SCALE
THIS BAR IS
ONE INCH ON
ORIGINAL DRAWING
0" 1"
ADJUST SCALES
ACCORDINGLY, IF
NOT ONE INCH
ON THIS SHEET
G003
NEW HEADQUARTERS FACILITY
WALL AND ROOF ASSEMBLIES
02/17/2021JDMB, CT, JEMS
G003
50% SCHEMATIC DESIGN
1' 2'6"0" 1' 2'6"0"
1' 2'6"0" G003
1 WALL ASSEMBLY TYPE A
G003
2 WALL ASSEMBLY TYPE C
G003
3 WALL ASSEMBLY TYPE D
G003
4 WALL ASSEMBLY TYPE B
1' 2'6"0"1 1/2" = 1'-0"G003
5 ROOF ASSEMBLY TYPE 1
1' 2'6"0"
1 1/2" = 1'-0"G003
6 ROOF ASSEMBLY TYPE 2
1' 2'6"0"
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REINSTALL CCC MEMORIAL BELL AND PLAQUE COORDINATE EXACT LOCATION W/ COR
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NEW WATER METER OUTSIDE BUILDING FOOTPRINT. COORDINATE WITH WATER UTILITY OWNER.
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AutoCAD SHX Text NOTES: 1. NEW SEPTIC SYSTEM WILL SERVE THE NEW NEW SEPTIC SYSTEM WILL SERVE THE NEW FACILITY AND THE EXISTING MAINTENANCE BUILDING. CONTRACTOR TO RECONNECT MAINTENANCE BUILDING TO THE NEW SYSTEM.
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AutoCAD SHX Text INSTALL NEW DIRECT BURY ELECTRICAL SERVICE FOR POWER TO BUILDING. COORDINATE WITH UTILITY PG&E.
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INSTALL 5 LF NEW STORM CULVERT
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REPLANT OR RESEED SEE LANDSCAPING SHEETS FOR DETAILS
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CONNECT NEW 2" WATER COPPER SERVICE LINE
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INSTALL NEW COMMUNICATIONS LINE
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APPROXIMATE FINISHED FLOOR ELEVATION: 4040.00' SEE STRUCTURAL FOR SLAB SECTION
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SEE ARCHITECTURAL FOR WALL SECTIONS
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PROPOSED GRADE, SLOPE AWAY FROM BUILDING ENVELOPE FOR POSITIVE DRAINAGE
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AutoCAD SHX Text IF SUBGRADE IS DISTURBED, SCARIFY AND AND RECOMPACT TO 90% MAXIMUM DRY DENSITY BEFORE PLACING GEOGRID.
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TENSAR TX140 GEOGRID OR EQUIVALENT
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TENSAR TX140 GEOGRID OR EQUIVALENT
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CALTRANS CLASS 2, AGGREGATE BASE
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AutoCAD SHX Text EXCAVATE 2' BENEATH WALKWAYS AND 2' OUTSIDE LIMITS, REPLACE WITH SELECT FILL MATERIAL. SEE GEOTECHNICAL RECOMMENDATIONS
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TYPICAL SECTION 4 - ASPHALT PARKING LOT SECTION NO SCALE
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CALTRANS TYPE A ASPHALT, 3" THICK
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TYPICAL SECTION 1 - IMPORT FILL MATERIAL BUILDING PAD V 4 H 1
AutoCAD SHX Text NOTE: PROVIDE 4" OF TOPSOIL ON ALL SLOPES AND FINISHED AREAS NOT SCHEDULED CONCRETE, ASPHALT OR CRUSHED BASE.
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A D
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OFFICES
DISCOVERY MARSH TRAIL
EDUCATION
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RETAIN FOR
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RESTRIPE FOR
OVERFLOW
BUS / TRAILER
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EXISTING
PARKING
AREA
STAFF
HOUSING
EXISTING
SIGN
CLASS
ENTRY
MAIN
ENTRY
STAFF
ENTRY
PROPOSED
USFWS
BUILDINGS
YEILD
SIGN
DROP OFF AREA
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ENHANCED COLORED CONCRETE WITH SAND FINISH AND SEALANT
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EXISTING TREE TO REMAIN AS NOTED CONTRACTOR TO PROTECT IN PLACE
TREES
ITEM SIZE QTY. CANOPY (H x W) / COMMENTS
ALNUS RUBRA
RED ALDER
2" CAL. / B&B
AS SHOWN
7 40' H x 25' W / DECIDUOUS
PNW NATIVE
SALVIA DORRII
DESERT PURPLE SAGE
5 GAL.
AS SHOWN
57 3' H x 3' W / EVERGREEN
PURPLE FLOWER
SHRUBS & ACCENTS
ITEM SIZE QTY. FORM (H x W) / COMMENTS
GROUNDCOVERS
ITEM SIZE QTY. FORM (H x W) / COMMENTS
NATIVE GRASS SEED MIX
BLEND TO BE DETERMINED
SEED
2 LBS / 1,000 SF
60,796 SF
122 LBS
MEADOW GRASSES
UNMOWED
ARTEMESIA TRIDENTATA
SAGEBRUSH
5 GAL.
AS SHOWN
82 5' H x 18" W / EVERGREEN
SILVER FOLIAGE
QUERCUS GARYANNA
OREGON WHITE OAK
2" CAL. / B&B
AS SHOWN
3 50'+ H x 40'+ W / DECIDUOUS
PNW NATIVE
CRATAEGUS DOUGLASII
DOUGLAS HAWTHORNE
2" CAL. / B&B 4 30' H x 18' W / DECIDUOUS
WHITE FLOWERS / RED BERRIES
ARCTOSTAPHYLLOS MANZANITA
WHITELEAF MANZANITA
4' MIN. HT. / B&B
MULTI-STEM
22 TO 20' H x 10' W / EVERGREEN
PNW NATIVE
AMELANCIER ALNIFOLIA
WESTERN SERVICEBERRY
4' MIN. HT. / B&B
MULTI-STEM
7 12' H x 10' W/ DECIDUOUS
WHITE FLOWER / SPRING BLOOM
CERCOCARPUS LEDIFOLIUS
CURL-LEAF MOUNTAIN MAHOGANY
5 GAL.
AS SHOWN
32 TO 15' H x 6' W / EVERGREEN
SITE FURNISHINGS
ITEM DETAIL QTY. FORM (H x W) / COMMENTS
BIKE RACKS
GALVANIZED METAL - HOOP STYLE
2 EMBED IN CONCRETE PAVING
LANDSCAPE PLANTINGS & SITE FURNISHINGS LEGEND
CONIFER
DECIDUOUS
WILDLIFE HABITAT SEED MIX #1
BLEND TO BE DETERMINED
SEED
2 LBS / 1,000 SF
3,042 SF
6.25 LBS
UNMOWED
WILDLIFE HABITAT SEED MIX #2
BLEND TO BE DETERMINED
SEED
2 LBS / 1,000 SF
2,154 SF
4.5 LBS
UNMOWED
WILDLIFE HABITAT SEED MIX #3
BLEND TO BE DETERMINED
SEED
2 LBS / 1,000 SF
3,536 SF
7.25 LBS
UNMOWED
8' WOODEN BENCH
GALVANIZED METAL FINISH
2 EMBED IN CONCRETE PAVING
OR POURED FOOTING IN PATHWAYS
30 0 30
SCALE IN FEET
N DIKE ROAD
H
ILL R
O
AD
EDUCATION
CENTER
CLASS
ENTRY
MAIN
ENTRY
STAFF
ENTRY
PROPOSED
USFWS
BUILDING
YEILD
SIGN
FLAG
BIKE
RACKS
STOP
SIGN
DROP OFF AREA
1 SHRUB PLANTING NOT TO SCALE 2 MULTI-STEM PLANTING NOT TO SCALE
3 DECIDUOUS TREE PLANTING NOT TO SCALE 4 SOIL MOUNDING: ISLANDS AND PERIMETER NOT TO SCALE
REMOVE CONTAINER FROM PLANT AND
SCORE ROOTBALLS TO LOOSEN ANY ROOT
BOUND MATERIAL PRIOR TO INSTALLATION.
TOPSOIL: AMEND TOPSOIL PER LAB
ANALYSIS AND TOPSOIL NOTES
PRIOR TO ADDING FERTILIZER.
EXISTING SUBGRADE
3" BARK NUGGET LAYER
FINISH TOPSOIL GRADE
MULTI-STEM PLANT:
REFER TO LEGEND FOR SPECIES
ROOTBALL
(2) 2" x 8' WOODEN STAKE, DRIVEN
A MINIMUM OF 18" INTO EXISTING
UNDISTURBED SUBGRADE SOIL.
ADJUSTABLE PLASTIC CHAIN LOCK
MOUNDING
HEIGHT
3"
6"
9"
INSIDE
PLANTER
WIDTH
3'-4'
5'-9'
10'-20'
VARIES - SEE NOTE 'A' ABOVE
NOTE "A":
LANDSCAPE MOUNDING HEIGHT
VARIES BASED ON PLANTER
WIDTH AS FOLLOWS:
TOP OF BARK MULCH
TO BE 1" BELOW
BACK OF CURB.
1"
3" BARK
NUGGETS
TOPSOIL
REMOVE CONTAINER FROM PLANT AND
SCORE ROOTBALLS TO LOOSEN ANY ROOT
BOUND MATERIAL PRIOR TO INSTALLATION.
TOPSOIL: AMEND TOPSOIL PER LAB
ANALYSIS AND TOPSOIL NOTES
PRIOR TO ADDING FERTILIZER.
EXISTING SUBGRADE
3" BARK NUGGET MULCH LAYER
FINISH TOPSOIL GRADE
SHRUB:
REFER TO LEGEND FOR SPECIES
SHRUB ROOTBALL
SCARIFY SUBGRADE, TILL IN A LAYER OF
AMENDED TOPSOIL AND RE-COMPACT.
2 x ROOTBALL
18" MIN.
2 x ROOTBALL
EXISTING SUBGRADE
FINISH TOPSOIL GRADE
DECIDUOUS TREE:
REFER TO LEGEND FOR SPECIES
TREE ROOTBALL
(2) 2" WOODEN STAKE, DRIVEN A
MINIMUM OF 18" INTO EXISTING
UNDISTURBED SUBGRADE SOIL.
ADJUSTABLE PLASTIC CHAIN LOCK
TREE INSTALLATION STEPS:
1. WHILE TREE IS OUT OF THE HOLE:
· REMOVE WIRE BASKET COMPLETELY.
· LOOSEN TWINE FROM ROOTBALL AND
REMOVE COMPLETELY.
2. PLACE TREE IN HOLE.
3. UNFOLD BURLAP AND CUT AWAY
AT LEAST 3/4 OF BURLAP.
4. BACKFILL TREE ROOTBALL
w/ APPROVED AMENDED TOPSOIL.
SCARIFY SUBGRADE, TILL IN A LAYER OF
AMMENDED TOPSOIL AND RECOMPACT.
TOPSOIL: AMEND TOPSOIL PER LAB
ANALYSIS AND TOPSOIL NOTES PRIOR
TO ADDING COMPOST AND FERTILIZER.
ROOTBALL
DEPTH
18" MIN.
2 x ROOTBALL
1/2 TREE HT.
3" BARK NUGGET MULCH LAYER
4"
SCARIFY SUBGRADE, TILL IN A LAYER OF
AMENDED TOPSOIL AND RE-COMPACT.
4" 4"
5 DECOMPOSED GRANITE WALKWAY NOT TO SCALE 6 BLANK FOR FUTURE USE NOT TO SCALE
4" DECOMPOSED
GRANITE LAYER
LANDSCAPE FILTER
FABRIC - WRAP SIDES
AND BOTTOM OR ROCK.
2" LAYER OF 3/4" CLEAN
WASHED CRUSHED ROCK
6" STAINLESS
STEEL EDGING
SECURED @ 3' O.C.
LANDSCAPE SUBMITTAL ITEMS
THE LANDSCAPE CONTRACTOR WILL SUPPLY DOWL WITH THE FOLLOWING SUBMITTAL ITEMS
PRIOR TO PURCHASE AND THE START OF WORK:
1. LIST OF PLANT SPECIES, QUANTITIES AND THE SUPPLYING NURSERY.
2. NURSERY PHOTOS OF ACTUAL PLANTS INTENDED FOR USE, PRIOR TO PURCHASE.
3. PLASTIC TREE TIE AND WOODEN STAKE MATERIAL DATA SHEETS.
4. LANDSCAPE FILTER FABRIC MATERIALS DATA SHEET FROM MULCH SUPPLIER.
5. BARK NUGGET MULCH:
· ONE (1) QUART PHYSICAL MULCH SAMPLE FOR EACH MULCH SOURCE.
· MATERIALS DATA SHEET FROM MULCH SUPPLIER.
6. DECOMPOSED GRANITE:
· ONE (1) QUART PHYSICAL MULCH SAMPLE FOR EACH MULCH SOURCE.
· MATERIALS DATA SHEET FROM MULCH SUPPLIER.
7. COMPOST:
· ONE (1) QUART PHYSICAL SOIL SAMPLE FOR EACH COMPOST SOURCE.
· LAB ANALYSIS FROM CERTIFIED SOIL TESTING LAB FOR (ALL) INTENDED STOCKPILE(S).
8. TOPSOIL:
· ONE (1) QUART PHYSICAL SAMPLE FOR EACH TOPSOIL SOURCE.
· LAB ANALYSIS FROM CERTIFIED SOIL TESTING LAB FOR (ALL) INTENDED STOCKPILE(S)
· TEST SOIL(S) AS A LANDSCAPE CROP.
*** ANALYSIS MUST INCLUDE: MACRO AND MICRO-NUTRIENT LEVELS, PH, SOIL CLASSIFICATION:
(% SAND, SILT, CLAY), AND SOILS LAB TECHNICIAN RECOMMENDATIONS FOR AMENDMENT.
9. GROWING MEDIUM:
· ONE (1) QUART PHYSICAL SOIL SAMPLE FOR EACH GROWING MEDIUM SOURCE.
· LAB ANALYSIS FROM CERTIFIED SOIL TESTING LAB FOR (ALL) INTENDED STOCKPILE(S).
*** ANALYSIS MUST INCLUDE: MACRO AND MICRO-NUTRIENT LEVELS, PH, SOIL CLASSIFICATION:
(% SAND, SILT, CLAY), AND SOILS LAB TECHNICIAN RECOMMENDATIONS FOR AMENDMENT.
ADDITIONAL SUBMITTAL ITEMS:
SHIPPING TICKETS FOR TOPSOIL:
PROVIDE TO DOWL AT THE COMPLETION OF TOPSOIL PLACEMENT.
AS-BUILT DRAWINGS.
PROVIDE TO DOWL AT THE COMPLETION OF INSTALLATION.
TOPSOIL NOTES
1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A NUMBER IN THE BASE BID TO FURNISH AND INSTALL IMPORTED AMENDED TOPSOIL AND COMPOST IN ALL LANDSCAPE PLANTING AREAS AS SPECIFIED BELOW. NOTE: THERE IS THE POTENTIAL FOR ONSITE SOIL STOCKPILE AND RE-USE, HOWEVER THE DEPTH AND SUITABILITY OF THE ORGANIC STRIPPINGS IS UNKNOWN AND PENDING GEOTECHNICAL EVALUATION. CONTRACTOR TO PROVIDE AN ALTERNATE NUMBER IN THE BID TO TEST, AMEND AND PLACE ONSITE RE-USE MATERIAL IN ALL LANDSCAPE AREAS.
TOPSOIL PREPARATION AND DEPTH INFORMATION:
· SCARIFY ALL PLANTING AREA SUBGRADES AND ESTABLISH A TRANSITIONAL TOPSOIL LAYER, AS DEFINED IN TOPSOIL NOTE #8.
· REFER TO THE LANDSCAPE PLANTING DETAILS FOR A SECTION VIEW OF THE TRANSITIONAL TOPSOIL LAYER FOR EACH PLANT
TYPE.
· INSTALL AN ADDITIONAL 4" LAYER OF AMENDED TOPSOIL IN ALL SEEDED AREAS. POCKET DIG CONTAINER GROWN PLANTS IN
SEEDED AREAS.
· INSTALL AN ADDITIONAL 18" LAYER OF AMENDED TOPSOIL IN ALL PARKING LOT PLANTER ISLANDS, PLUS ANY SOIL MOUNDING
IDENTIFIED IN THE LANDSCAPE PLANTING DETAILS.
· INSTALL A 1" LAYER OF COMPOST IN ALL PLANTING AREAS. TILL INTO TOPSOIL LAYER PRIOR TO PLACEMENT.
· INSTALL ADDITIONAL AMENDED TOPSOIL WHERE NECESSARY TO MEET ADJACENT HARDSCAPE PAVING OR LANDSCAPE
GRADES.
· REFER TO CIVIL PLANS FOR STORMWATER FACILITY TREATMENT DESIGN AND ANY SOIL BLEND SPECIFICATIONS.
2. UPON BEING AWARDED THE CONTRACT, THE GENERAL CONTRACTOR SHALL IDENTIFY THE VOLUME OF THE ONSITE ORGANIC STRIPPING LAYER. IF THE AMOUNT IS SUFFICIENT TO OFFSET A PORTION OF THE REQUIRED PROJECT TOPSOIL, THE CONTRACTOR SHALL COORDINATE THE TESTING OF THE ONSITE STOCKPILE BY A STATE LICENSED SOIL LABORATORY. IF THE MATEIRAL IS DEEMED ACCEPTABLE FOR RE-USE, THE BID AND CONTRACT SHALL BE REVISED TO UTILIZE THE ONSITE MATERIAL, INCLUDING ANY
AMENDMENT, SUBGRADE PREPARATION AND SOIL PLACEMENT.
3. IF THE ONSITE STOCKPILE IS INSUFFICIENT IN QUANTITY OR THE LAB ANALYSIS DETERMINES THE MATERIAL IS UNSUITABLE FOR RE-USE, IMPORT TOPSOIL WILL BE USED ON THE PROJECT AS REFLECTED IN THE BASE BID. THE CONTRACTOR SHALL SEND THE IMPORTED TOPSOIL SOURCE(S) TO A STATE CERTIFIED SOIL LABORATORY FOR THE SAME EVALUATION AND ANALYSIS AS THE EXISTING STOCKPILE. ALL SOIL MATERIAL SOURCES WILL BE ANALYZED FOR USE AS A LANDSCAPE CROP. AFTER RECEIVING RECOMMENDATIONS FROM THE SOILS LAB, FORWARD A COPY OF THE RESULTS AND RECOMMENDATIONS TO THE LANDSCAPE ARCHITECT AT WHICH TIME A DECISION WILL BE MADE TO APPROVE OR REJECT THE IMPORTED MATERIAL SOURCE(S).
4. REFER TO NOTES #6 AND #7 FOR MINIMUM SOIL TESTING REQUIREMENTS AND RECOMMENDATIONS.
5. IMPORTED TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT LEAST 4 INCHES DEEP. DO NOT OBTAIN FROM BOGS OR MARSHES. IMPORTED TOPSOIL TO COMPLY WITH ASTM D 5268, WITH A PH RANGE OF 5.5 TO 7.0, FREE OF STONES ONE INCH (1") OR LARGER IN ANY DIMENSION, AND ANY OTHER EXTRANEOUS MATERIALS (ROCKS, STICKS, RUBBISH, SOD) HARMFUL TO PLANT GROWTH.
6. AMENDED IMPORTED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZER AND AMENDMENTS PER THE SOIL ANALYSIS RECOMMENDATIONS. TOPSOIL ANALYSIS SHALL STATE ORGANIC MATTER, INORGANIC MATTER, SOIL CLASSIFICATION (%SILT, CLAY AND SAND), DELETERIOUS MATERIAL, PH, MINERAL AND PLANT-NUTRIENT CONTENT. IN ADDITION THE REPORT SHALL ALSO STATE RECOMMENDED QUANTITIES (BY PERCENTAGE OF WEIGHT "I.E. 2 LBS OF 15-15-15 PER 1000 SF) OF NITROGEN, PHOSPHORUS AND POTASH, NUTRIENTS AND ANY LIMESTONE, ALUMINUM SULFATE, OR OTHER SOIL AMENDMENTS TO BE ADDED TO PRODUCE A SATISFACTORY AMENDED TOPSOIL. FURNISH REPORT AND RECOMMENDATIONS TO LANDSCAPE ARCHITECT FOR REVIEW AND
WRITTEN APPROVAL 30 DAYS PRIOR TO MOBILIZATION.
7. IN ADDITION TO THE SOILS ANALYSIS RECOMMENDATIONS THE LANDSCAPE CONTRACTOR SHALL ADD A 1" LAYER OF APPROVED COMPOST MATERIAL THE AMENDED TOPSOIL. CONTRACTOR SHALL SUBMIT MATERIALS CUT SHEET OF COMPOST MATERIAL (CERTIFIED FINE COMPOSTED YARD DEBRIS) FROM THE SUPPLIER, TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN
APPROVAL PRIOR TO PURCHASE.
8. PRIOR TO PLACEMENT OF TOPSOIL SCARIFY AND LOOSEN SUBGRADE OF PLANTING BED AREA TO A MINIMUM DEPTH OF 6 INCHES.
REMOVE STONES LARGER THAN 1" IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH AND OTHER EXTRANEOUS MATERIALS.
SPREAD A 4" LAYER OF AMENDED TOPSOIL MIXTURE AND WORK INTO TOP OF LOOSENED SUBGRADE. RE-COMPACT TO CREATE A TRANSITIONAL LAYER. PLACE REMAINING TOPSOIL IN 4" LIFTS AND LIGHTLY RE-COMPACT TO THE DEPTH REQUIRED TO MEET THICKNESS, GRADES AND ELEVATIONS SHOWN FOR EACH PLANTING AREA DEPTH. ADDITIONAL TOPSOIL MAY BE REQUIRED AFTER
INITIAL PLACEMENT TO ADDRESS NATURAL SETTLEMENT.
9. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT, SHIPPING TICKETS FOR IMPORTED TOP SOIL AND COMPOST
MATERIAL, 60 DAYS PRIOR TO INSTALLATION FOR REVIEW AND WRITTEN APPROVAL.
10. TREAT ANY PLACED TOPSOIL AREAS BY HAND REMOVING WEEDS FROM THE SURFACE (IF APPLICABLE) AND TREAT WITH NECESSARY HERBICIDE TO PREVENT WEED GROWTH UNTIL THE START OF PLANTING OPERATIONS AND BARK PLACEMENT. DO NOT
APPLY PRE-EMERGENTS IN AREAS OF EROSION CONTROL SEED MIX APPLICATION.
DESIGN
LANDSCAPE CONTRACTOR TO READ AND UNDERSTAND THE LANDSCAPE SET: INCLUDES PLANS, DETAILS AND NOTES, PRIOR TO FINALIZING BIDS. THE LANDSCAPE SET SHALL BE ADHERED TO THROUGHOUT THE CONSTRUCTION PROCESS.
QUANTITIES ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BID QUANTITIES AS INDICATED ON THE PLANS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER IN THE PLANT LEGEND AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN.
CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT 90 DAYS PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE
DRAWINGS.
ANY DEVIATIONS FROM THE APPROVED LANDSCAPE SET ARE TO BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.
CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON PLAN PRIOR TO INSTALLATION. IN THE EVENT THE PLANT MATERIAL IS NOT AVAILABLE IN THE SIZE SPECIFIED, THE CONTRACTOR SHALL SUBMIT TO THE OWNERS' REPRESENTATIVE, AND THE LANDSCAPE ARCHITECT, A WRITTEN ESTIMATE TO INCREASE PLANT MATERIAL (AND INSTALL) THE NEXT AVAILABLE CONTAINER SIZE PLANT (I.E. 4" POT TO ONE GALLON, 1.5" CALIPER TO
2"CALIPER).
PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, IN WRITING, IF THEY BELIEVE ANY OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY NOT BE SUITABLE FOR THE SITE OR MAY DIE. SUBSTITUTION REQUESTS MAY BE GRANTED BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IF NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL PLANTING WHICH FAILS TO GROW (EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS DETERMINED BY THE OWNER, NEGLECT OR VANDALISM) SHALL BE REPLACED BY THE
CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
NOTIFY THE LANDSCAPE ARCHITECT IN WRITING, WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING SOIL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, PRIOR TO PLANTING.
ALL LANDSCAPE AREAS SHALL RECEIVE FULL IRRIGATION COVERAGE FOR ALL EXISTING AND PROPOSED PLANT MATERIAL, UNLESS NOTED OTHERWISE.
LANDSCAPE PLANTING AS-BUILT PLANS SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT UPON COMPLETION OF LANDSCAPE INSTALLATION. AS-BUILTS SHALL CONTAIN ALL MODIFICATIONS TO THE APPROVED DESIGN SET, INCLUDING SPECIES AND LOCATION, APPROVED SUBSTITUTIONS AND SIZES, AND ANY OTHER RELEVANT NOTES. CONTRACTOR MARKUPS WILL BE INCORPORATED INTO THE PROJECT DESIGN FILES FOR THE FINAL CLIENT AS-BUILT RECORD SET.
PREPARATION
PRIOR TO BEGINNING WORK, THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SUBGRADE, GENERAL SITE CONDITIONS, VERIFY ELEVATIONS, UTILITY LOCATIONS, AND OBSERVE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE.
NOTIFY THE GENERAL CONTRACTOR OF ANY UNSATISFACTORY CONDITIONS, WORK SHALL NOT PROCEED UNTIL SUCH
CONDITIONS HAVE BEEN CORRECTED AND ARE ACCEPTABLE TO THE LANDSCAPE CONTRACTOR.
ANY CEMENT TREATED LANDSCAPE AREAS SHALL BE EXCAVATED A MINIMUM OF 6” BELOW BOTTOM OF TREAT AREA DEPTH AND ALL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER. BACKFILL WITH APPROVED MATERIAL AND RE-COMPACT TO THE ORIGINAL DESIGN SUBGRADE PRIOR TO CREATING THE TRANSITIONAL LAYER OR ADDING ANY REQUIRED AMENDED TOPSOIL. MINIMUM TOPSOIL LAYER FOR EACH PLANT TYPE SHALL MEET THE DEPTHS SPECIFIED IN
THE TOPSOIL NOTES ON THIS SHEET.
CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION.
CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO THE LANDSCAPE
ARCHITECT.
REMOVE EXISTING WEEDS AND UNSUITABLE STRIPPINGS FROM PROJECT SITE PRIOR TO THE START OF SITE PLANTING
ACTIVITIES OR THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER.
ALL PLANTING AREAS SHALL BE CLEANED OF CONSTRUCTION DEBRIS (IE. CONCRETE, ROCK, RUBBLE, BUILDING MATERIALS, ETC) PRIOR TO CREATING THE TRANSITIONAL SUB-GRADE LAYER OF TOPSOIL.
CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL PLANTING AREAS PRIOR TO PLANTING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. ROCK DIAMETER NOT TO EXCEED 1" IN DIAMETER FOR TREE AND SHRUB AREAS. ROCK DIAMETER NOT TO EXCEED ONE-HALF INCH
(1/2") FOR LAWN SEED AND SOD AREAS.
EXECUTION
CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO STABILIZE ALL SLOPES 3:1 OR GREATER AND PREVENT EROSION OR MOVEMENT OF SOIL FROM SLOPES. THIS COULD INCLUDE, BUT NOT LIMITED TO, EROSION CONTROL FABRIC, STAKING, NETTING, AND STRAW WATTLES. SUBMIT METHOD OF SLOPE STABILIZATION TO CIVIL ENGINEER AND LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS PRIOR TO IMPLEMENTATION.
CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING TREES FROM DAMAGE DURING CONSTRUCTION. ALL TREE PROTECTION DEVICES TO BE INSTALLED PRIOR TO THE START OF LAND DISTURBANCE, AND MAINTAINED UNTIL FINAL LANDSCAPING. ALL TREE PROTECTION AREAS TO BE PROTECTED FROM SEDIMENTATION.
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