Construction_Drawings_0001.pdf
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- PARKING LOT DRAINAGE REPAIR
- Solicitation number
- 140G0322Q0147
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| File | Type | Posted |
|---|---|---|
| Geotechnical_Engineering_Report_22_April_2019_0002.pdf | ||
| Sol_140G0322Q0147_Amd_0002.pdf | ||
| Questions_and_Answers_0002.pdf | ||
| Sol_140G0322Q0147_Amd_0001.pdf | ||
| CLAUSES___PROVISIONS.pdf | ||
| Statement_of_Work.pdf | ||
| Pictures.pdf | ||
| Sol_140G0322Q0147.pdf |
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1. ASPHALT PATCH SEE DETAIL 5/C5.01
2. CONCRETE SIDEWALK SEE DETAIL 6/C5.01
3. 4" GRAVEL CAP ON EXISTING UTILITY YARD - TO EXTENT AS SHOWN
4. ACCESSIBLE PARKING SEE DETAIL 7/C5.01
5. CHAIN LINK FENCE, TIE INTO EXISTING FENCE OR GATE POST 5/C5.02
6. CURB/GUTTER SEE DETAIL 9/C5.02
7. PAINT STRIPING SEE PLAN FOR LAYOUT
8. WALL MOUNTED BIKE RACKS. RE: ARCH.
9. EX. ELECTRICAL PULL BOX. RETAIN & PROTECT RE: ELECT.
10. FIRE CONNECTION. RE: MECH
11. GAS CONNECTION. RE: MECH.
12. FIBER OPTIC CONNECTION. RE: ELEC.
13. GENERATOR PAD RE: ELECTRICAL FOR GENERATOR SEE DETAIL 8/C5.01
14. HORIZONTAL SLIDE GATE COORD. WITH ELEC.
15. THICKENED EDGE CONCRETE MEDIAN
16. RETAINING WALL. SEE ARCH.
17. 6' PEDESTRIAN SWING GATES SEE DETAIL 2/C5.02
18. BOLLARD SEE DETAIL 10/L5.01
19. ACCESSIBLE PARKING SIGN SEE DETAIL 4/C5.01
20. CONCRETE VALLEY GUTTER SEE DETAIL 4/C5.02
21. COBBLE SWALE SEE DETAIL 11/C5.02
22. SIDEWALK WITH SPILL CURB SEE DETAIL 6/C5.01 & 12/5.02
23. STEPPING STONE PATH SEE DETAIL 3/C5.02
24. DOUBLE SWING GATE SEE DETAIL 6/C5.02
25. SEAL COAT BOUNDARY SEE KEY NOTE 34.
26. ADA ACCESSIBLE RAMP SEE DETAIL 2/C5.01
27. PEDESTRIAN CROSSING LAYOUT, SEE DETAIL 14/C5.01
28. STAIRS W/ HANDRAILS SEE ARCH.
29. RAMP W/ HANDRAIL
30. ASPHALT PAVEMENT SEE DETAIL 11/C5.01
31. PED WALKWAY AT CURB & GUTTER, SEE DETAIL 12/C5.01
32. ELECTRICAL TRANSFORMER RE: ELEC.
33. NEW UNDERGROUND ELEC. RE: E1.01
34. RE-STRIPE AND APPLY SEAL COAT ON EXISTING ASPHALT
35. CONCRETE SIDEWALK AT ENTRY SEE DETAIL 9/L1.01
36. SIDEWALK TRENCH PAN AND COVER, SEE DETAIL 15/C5.01
37. DOWNSPOUT WITH GRAVEL SPLASH PAD. SEE DETAIL 8/C5.02
ASPHALT
CONCRETE
GRAVEL
W
P
A
C
G
CPT.12S
2740.06
CPT.MAG
2736.18
CPT.MAGSPK
2739.39
CPT.MAG
2736.77
STK2 CPT.MAG FILL 0.013
2736.16
STK2 CPT.MAG FILL 0.016
2736.16
STK2 CPT.MAG CUT 0.014
2736.17
GSM.EUP
2738.15
STK2 CPT.MAG FILL 0.339
2736.18
SSM
2737.36
STK2 CPT.MAG FILL 0.336
2736.18
STK2 CPT.MAG FILL 0.344
2735.81
STK2 CPT.MAG FILL 0.346
2735.81
STK2 CPT.MAG CUT 0.015
2736.17
STK3 CPT.MAGSPK FILL 0.017
2739.38
SSM
2737.38
GSM.sE
2737.92
GSM.nE
2737.82
SSM
2736.11
UPF.SGN
2736.95
STK3 CPT.MAGSPK FILL 0.025
2739.38
STK2 CPT.MAG CUT 0.007
2736.18
STK2 CPT.MAG CUT 0.004
2736.18
STK2 CPT.MAG FILL 0.115
2736.04
STK2 CPT.MAG CUT 0.254
2736.04
STK3 CPT.MAGSPK FILL 0.007
2739.39
STK3353 STK3 CPT.MAGSPK FILL 0.
2739.39
STK3534 STK3 CPT.MAGSPK FILL 0.
2739.39
STK4 CPT.MAG FILL 0.025
2736.77
CPT.MAG
2739.39
STK2 CPT.MAG CUT 0.010
2736.17
STK3572 STK2 CPT.MAG FILL 0.115
2736.18
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TRANSFORMER
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24"
24"
24"
6"
6"
6"
6"
6"
8"
12"
4"
4"
4"
12"
STK2 CPT.MAG FILL 0.016
2736.17
STK3 CPT.MAGSPK CUT 0.023
2739.41
STK3 CPT.MAGSPK CUT 0.021
2739.41
STK2 CPT.MAG CUT 0.012
2736.19
STK2 CPT.MAG CUT 0.011
2736.19
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CPT.MAGSPK
2738.65
STK3
2739.39
2738.64
2739.39
2740.05
2740.06
2740.06
2740.06
2740.00
2738.56
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5"
5"
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5"
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POE
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RD
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STK.1
2740.00
STK.3
2739.38
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STK1
2740.08
STK1
2740.07
M
M
BUILDING #4
7,717.75 SQFT
FFE = 2740.00
ELEVATED
CONCRETE
SLAB. SEE
ARCH
ELEVATED
CONCRETE SLAB
AND GUARD RAIL.
SEE ARCH.
BUILDING
ROOFLINE
BUILDING
COLUMNS,
TYP.
ADD ATL #1
PER SPEC. SECTION
012300
ADD ATL #4
PER SPEC. SECTION
012300
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1 30
FENCE LINE
WALL
BUILDING
CURB GUTTER
ROOF LINE
TRAFFIC BOLLARD
SIGN POST
SECURITY SWING ARM
TRENCH DRAIN
PARKING COUNT.15
SITE PLAN
C1.01
SCALE: 1" = 20'-0"
IWSC SITE PLAN
N O
RTH
LEGEND
SITE IMPROVEMENT KEYNOTES
0 10' 20' 40'
GENERAL NOTES
1. ALL WORK, MATERIALS AND DETAILS PERTAINING TO CONSTRUCTION SHALL BE IN COMPLETE ACCORDANCE WITH THE STATE OF IDAHO STANDARDS, THE AMERICAN PUBLIC WORKS
ASSOCIATION (APWA) STANDARD SPECIFICATIONS, THE IDAHO DIVISION OF ENVIRONMENTAL PROTECTION (IDEP) GEOTECHNICAL ENGINEERING REPORT BY ANDERSON ENGINEERING & SURVEYING, DATED JANUARY 18, 2018, AND ALL OTHER GOVERNING AGENCIES' STANDARDS. REFER TO THE PROJECT MANUAL AND SPECIFICATIONS FOR COMPLETE WORK
COVERAGE.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR STORM WATER QUALITY BOTH ON AND OFF FEDERAL PROPERTY, DURING CONSTRUCTION. CONTRACTOR SHALL COMPLY WITH ALL CURRENT REQUIREMENTS OF THE CONSTRUCTION STORMWATER GENERAL PERMIT (CGP), AND THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), INCLUDING THE PREPARATION AND MAINTENANCE OF A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) THROUGHOUT THE DURATION OF THE PROJECT.
3. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES DURING CONSTRUCTION.
4. THE CONTRACTOR SHALL CONTROL DUST IN ACCORDANCE WITH REGULATIONS OF LOCAL AIR POLLUTION CONTROL AUTHORITY.
5. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES. THE CONTRACTOR IS RESPONSIBLE TO REPAIR BACK TO ORIGINAL OR BETTER CONDITION IF
DAMAGE HAS OCCURRED DURING CONSTRUCTION.
6. CONTRACTOR SHALL REVIEW EXISTING CONDITIONS PRIOR TO DEMOLITION ACTIVITIES.
7. TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL BE PROTECTED BY EFFECTIVE BARRICADES AND SIGNS IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) GUIDANCE. EFFECTIVE LIGHTING OF OBSTRUCTIONS SHALL BE PROVIDED AT NIGHT.
8. CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS IF PERMITS ARE NOT PROVIDED BY THE US FISH & WILDLIFE SERVICE (FWS). CONTRACTOR SHALL PERFORM ALL WORK
IN STRICT ACCORDANCE WITH PERMIT REQUIREMENTS.
9. UNLESS OTHERWISE INDICATED, ALL CONSTRUCTION STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A NEVADA LICENSED LAND SURVEYOR.
10. THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF APPROVED DRAWINGS ON THE CONSTRUCTION SITE AT ALL TIMES. ANY APPROVED DEVIATIONS IN CONSTRUCTION FROM
THE APPROVED DRAWINGS SHALL BE NOTED ON THIS SET. THE LOCATION AND DEPTH OF ALL UTILITIES ENCOUNTERED SHALL BE RECORDED AND KEPT UP TO DATE AT ALL TIMES AND AVAILABLE FOR INSPECTION BY THE OWNER'S REPRESENTATIVE UPON REQUEST. FAILURE TO COMPLY MAY RESULT IN DELAY IN PAYMENT AND/OR FINAL ACCEPTANCE OF THE PROJECT.
11.UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A CLEAN SET OF FIELD DRAWINGS CONTAINING ALL AS-BUILT INFORMATION TO THE ENGINEER. (Only if required in contract with owner).
12. IF WITHIN ONE YEAR OF THE FINAL ACCEPTANCE BY THE OWNER, ANY WORK IS FOUND TO BE DEFECTIVE OR NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND/OR DRAWINGS, AND UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER, THE CONTRACTOR SHALL CORRECT ANY WORK BEGINNING WITHIN SEVEN (7) CALENDAR DAYS OF RECEIPT OF NOTICE. SHOULD THE CONTRACTOR FAIL TO RESPOND TO THE WRITTEN NOTICE, THE OWNER MAY CORRECT THE WORK AT THE CONTRACTORS EXPENSE.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON AS WELL AS THE LEGAL DISPOSAL OF WASTE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.
14. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE WORK WITH ALL OTHER TRADES.
15. SAFETY - NEITHER THE OWNER OR THE ENGINEER WILL BE RESPONSIBLE FOR COMPLIANCE WITH SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND
REGULATIONS.
16.NO BURNING ALLOWED, PROHIBITED.
17. THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS.
18. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER'S REPRESENTATIVE FOR POTENTIAL DISPOSAL ON SITE.
19. CONTRACTOR SHALL SECURE EQUIPMENT AND SUPPLIES AT THEIR OWN RISK.
SHOP AND FABRICATION DRAWINGS NOTES
1. THE CONTRACTOR SHALL PREPARE AND SUBMIT FABRICATION DRAWINGS, DESIGN MIX INFORMATION, MATERIAL TESTING COMPLIANCE DATA, AND ANY OTHER PERTINENT DATA TO THE
ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF MATERIALS. FOLLOWING REVIEW, THE CONTRACTOR SHALL RESUBMIT COPIES OF ANY DRAWINGS WHICH REQUIRE
REVISION OR CORRECTIONS.
2. ANY REVIEW BY THE ENGINEER WILL NOT RELIEVE THE CONTRACTOR FOR RESPONSIBILITY FOR ERRORS OR OMISSIONS, OR SCHEDULE REQUIREMENTS. THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR FULL AND COMPLETE PERFORMANCE IN ACCORDANCE WITH THE TERMS, CONDITIONS, PROVISIONS, DRAWINGS, AND SPECIFICATIONS.
EXISTING UTILITY NOTES
1. EXISTING UNDERGROUND INSTALLATIONS AND PUBLIC UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND DEPICTED ON THESE
PLANS TO A LEVEL OF QUALITY IN ACCORDANCE WITH ASCE 38-02.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING AND VERIFYING MATERIAL TYPES OF ALL EXISTING UTILITY INSTALLATIONS ABOVE AND BELOW GROUND IN ADVANCE
OF THE PROJECT BY CONTACTING THEIR RESPECTIVE OWNERS. ALL COSTS RELATED TO LOCATING EXISTING UTILITIES ARE INCIDENTAL AND SHALL NOT BE PAID SEPARATELY. NOT ALL
UTILITIES ARE IDENTIFIED ON THE PLANS. NOTIFY ENGINEER OF POTENTIAL CONFLICTS.
3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CONTRACTING OFFICER A MINIMUM OF 5 BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION.
GENERAL NOTES
Drawn By:
Checked By:
K.Ostergaard A. Hansen
COPYRIGHT © 2019 SLICHTER|UGRIN ARCHITECTURE
100% CONSTRUCTION
DOCUMENT (100%
CD)
Print Date: APRIL 8, 2020
Issue Date: NOVEMBER 2019
N . C ol lin s R oa d
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Project No.
Revision ID ChID Issue Name Date
18056
LA-16677
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
IT
EC
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A N
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1 ADDENDUM 1 02/28/2020
ASI 001 04.02.2020
CONFORMANCE SET
Spill Curb
Catch Curb
Concrete Path
9/C5.01
RFI 04
Disregard
RFI 05
Disregard
RFI 05
140G0322Q0147amd0001 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807874 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 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https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com//1217768/project/rfi/show/8085220 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807874 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807858 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com/1217768/project/drawing_areas/888524/drawing_log/112807810 https://app.procore.com//1217768/project/rfi/show/8085866
1. TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL BE PROTECTED BY
EFFECTIVE BARRICADES AND SIGNS IN ACCORDANCE WITH MUTCD
GUIDANCE.
2. VERIFY EXISTING CONDITIONS AND LOCATE ALL EXISTING UTILITIES.
NOTIFY ENGINEER OF ANY UNFORESEEN CONDITIONS.
3. DO NOT SCALE FROM THE DRAWINGS. VERIFY ALL DIMENSIONS IN
THE FIELD. CONTACT THE ENGINEER FOR FURTHER INFORMATION IF
DIMENSION NOT PROVIDED.
4. UNLESS OTHERWISE INDICATED, ALL CONSTRUCTION LAYOUT AND
STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF
A LICENSED LAND SURVEYOR. CONTRACTOR IS RESPONSIBLE FOR
ALL CONSTRUCTION STAKING DURING EXTENT OF PROJECT.
5. ALL CONSTRUCTION ACTIVITIES SHALL BE MANAGED TO ENSURE THAT
ALL DUST SHALL BE MINIMIZED. ANY DUST ABATEMENT SHALL BE
MAINTAINED BY THE CONTRACTOR.
6. DIMENSIONS ARE FROM FACE OF CURB, FACE OF WALL VENEET AND
UTILITY STRUCTURES.
C
G
MW
2739.35
GSM.EUP
2738.15
SSM
2737.36
SSM
2737.38
GSM.sE
2737.92
GSM.nE
2737.82
SSM
2736.11
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
2739.65 FF
TRANSFORMER
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
G E
O
G E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G E
O
G E
O
G
EO
G E
O
G
EO
G
EO
G
EO GEO
GEO
GEO
GEO
v v
M
P
I
V
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W v ICV
ICV
v ICV v ICV
F
C
D
CO
EB
T
T
O
H
P
O
H
P
P
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
T
FO
24"
24"
24"
6"
6"
6"
6"
6"
8"
12"
4"
4"
4"
12"
C
U
T
C
U
T v
B
U
I
L
D
I
N
G
B
U
I
L
D
I
A
B
U
I
L
D
I
R
A
M
P
R
A
M
P
P
L
A
N
T
E
R
P
L
A
N
T
E
R
P
L
A
N
T
E
R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
E v
W
W
W v
C
U
T
P
P
P
P
P
P
P
P
P
P
P
P
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
P
P
P
P
P
P
P
P
P
P
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
P
L
A
N
T
E
R
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
SLOT DRAIN
SLOT DRAIN
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C O
L L
IN
S
R O
A D
RIM 2737.35'
8" INV 2734.24'
S
RIM 2736.11'
E 8" INV 2732.86'
S
S
S
S
C U
R B
C U
T
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
S
S
S
S
S
RIM 2737.38'
W 8" INV 2733.07'
S 8" INV 2733.25'
v v
TRASH
PAD
A
S
P
H
A
L
T
A
S
P
H
A
L
T
P
A
R
K
I
N
G
A
S
P
H
A
L
T
P
A
R
K
I
N
G
A
S
P
H
A
L
T
P
A
R
K
I
N
G
G
R
A
V
E
L
O
T
G
R
A
V
T
C
U
R
B
R
A
M
P v
M
G
E
O
G
E
O v v
CITY OF BOISE
GEOTHERMAL WATER
EASEMENT
SEE NOTE 2
CITY OF BOISE
GEOTHERMAL
WATER
EASEMENT
SEE NOTE 2
MW
2739.91
MW
2741.12
MW
2741.22
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R D
R D
R D
R D
R D
R D
R D
R
D
R
D
R D
R D
R D
R D
R D
R
D
R
D
R
D
R
D
8"
7"
7"
4"
6"
6"
5"
5"
5"
5"
5"
5"
5"
5"
5"
12"
IR
POE
RD
RD
G
R
A
S
S
PARKING
STOPS
R
O
C
K
P
L
A
N
T
E
R
R
O
C
K
POE
POE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FIRE LINE TO
BUILDING #7
B
U
I
L
D
I
TRASH
ENCLOSURE
W
P
A
9.00
TYP.
22.00 TYP.
12.00
18.00 TYP.
4.50
22.00
8.00
2' MIN.
R3.00 TY
P.
R5.00 R4
.00
32.00
R117.00
38.30 127.98
R95.00
15.51
R5.00
R2.00
6.36
2.
.0
6.00
R12.25
6.00
2.00 TYP.
0.50 TYP 1.50 TYP
22.00 M
IN
8.00
8.00
8.00
5.00
5.00
6.00
6.00
36.00
12.44
114.00
6.00
11.50
1.00 TYP.
22.00
12.50 9.00 3.00
23.50
8.50
37.16
27.00
R5 .0
R1 0.0
19.00
18.50
R3.00
5.00
2.50
18.00
32.00
R4 .0
3.50
12.00
TYP.
3.25
16.50
R1 .7
2.00
4.00 TYP
1.00
8"
8"
ELEVATED CONCRETE
SLAB. SEE ARCH
ELEVATED CONCRETE
SLAB AND GUARD
RAIL. SEE ARCH.
BUILDING
ROOFLINE
BUILDING
COLUMNS, TYP.
8.00 8.00
FIRE EQUIPMENT.
RE: MECH.
CONCRETE VALLEY
GUTTER. SIM.
CURB CUT
PEDESTRIAN
SWING GATE.
SIM.
STEPPING STONE
PATH
CONCRETE
SCORING. TYP
CURB CUT,TYP.
CURB CUT,TYP.
0 ℄
6.00
7.50
19.75PARKING STALL
STRIPING
18.40
9.00
9.00
ADD ATL #1
PER SPEC. SECTION
012300
ADD ATL #4
PER SPEC. SECTION
012300
GENERATOR
PAD
ASPHALT
CONCRETE
GRAVEL
LANDSCAPE BEDS
NATIVE/MEADOW SEED MIX
FENCE LINE
WALL
BUILDING
CURB GUTTER
ROOF LINE
TRAFFIC BOLLARD
SIGN POST
SECURITY SWING ARM
TRENCH DRAIN
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
W
P
A
GENERATOR PAD,
SEE DETAIL
SITE LAYOUT PLAN
C1.02
SCALE: 1" = 20'-0"
IWSC SITE LAYOUT PLAN
N O
RTH
LAYOUT AND STAKING NOTES
0 10' 20' 40'
LEGEND
CONSTRUCTION NOTES
1. ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED PER THE NATIONAL
MUTCD FOR STREETS AND HIGHWAYS EXCEPT AS NOTED ON THE PLANS.
2. ALL CURB RADII SHOWN ARE TO FACE OF CURB.
3. ALL PAVING DIMENSIONS ARE TO FACE OF CURB, WHERE APPLICABLE,
UNLESS OTHERWISE NOTED.
4. ALL COORDINATES SHOWN ARE TO FACE OF CURB OR OUTSIDE OF WALL.
5. THE CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND
ALIGNMENT.
6. THE CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE,
SIZE, TYPE AND ALIGNMENT AT ADJACENT ROADWAYS.
7. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY
EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT
LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS
SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS.
8. ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE
PROJECT SPECIFICATIONS.
PAVING NOTES
1. PAVEMENT SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
2. EXISTING PAVEMENT SHALL BE SAWCUT TO PROVIDE A VERTICAL EDGE
WHICH SHALL BE TACKED PRIOR TO ASPHALT PLACEMENT.
GRADING NOTES
1. SITE GRADING SHALL NOT PROCEED UNTIL THE SWPPP HAS BEEN
IMPLEMENTED.
2. ALL EARTHWORK, GRADING AND ROAD CONSTRUCTION SHALL PROCEED IN
ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT BY
MATERIALS TESTING AND INSPECTION DATED APRIL 22, 2019. NO MATERIAL
SHALL BE EXCAVATED, MOVED, OR COMPACTED WITHOUT THE PRESENCE OR
AUTHORIZATION OF THE CONTRACTING OFFICER'S REPRESENTATIVE.
3. THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING CONDITIONS AND
LOCATE ALL EXISTING UTILITIES PRIOR TO COMMENCING EARTH MOVING
OPERATIONS. NOTIFY ENGINEER OF ANY UNFORESEEN CONDITIONS.
4. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING
STRUCTURES AND REPAIR BACK TO ORIGINAL CONDITION IF DAMAGE HAS
OCCURRED DURING CONSTRUCTION.
5. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES PER THE
GEOTECHNICAL ENGINEERING REPORT
6. GRADES SHOWN REPRESENT FINISH GRADES UNLESS OTHERWISE NOTED.
7. PROPOSED GRADE CONTOUR INTERVAL SHOWN AT ONE FOOT (1').
8. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST
STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING
JURISDICTION FOR EXCAVATION AND TRENCHING.
9. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN
ACCORDANCE WITH BUILDING PLANS AND SPECIFICATIONS.
10.CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A NEW TOPOGRAPHIC
SURVEY DUE TO OWNER'S CONTINUED EXCAVATION AND DISPOSAL OF SITE
MATERIALS.
11. THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST
2 WORKING DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY
EXCAVATIONS.
STORMWATER NOTES
1. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY
DUTY TRAFFIC (HS20) LOADING AND BE INSTALLED ACCORDINGLY.
2. TRENCHES SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS.
3. ALL PIPE MATERIAL, FITTINGS AND STRUCTURES SHALL FOLLOW THE
CONSTRUCTION DRAWINGS AND CITY REQUIREMENTS. ALL STORMWATER
PIPING SHALL BE ADS N-12 OR APPROVED EQUAL.
4. ALL STORMWATER TRENCHING, BEDDING AND PIPE LAYING, SHALL FOLLOW
THE CURRENT CITY REQUIREMENTS.
5. ALL JOINTS SHALL BE "WATERTIGHT".
6. PRIOR TO FINAL ACCEPTANCE, CONTRACTOR SHALL FLUSH AND CLEAN ALL
STORM DRAINS AND REMOVE ALL FOREIGN MATERIAL FROM THE PIPING,
MANHOLES, AND DRAINAGE INLETS.
7. CONTRACTOR SHALL SUPPLY ALL MATERIALS, EQUIPMENT AND FACILITIES
REQUIRED FOR TESTING ALL UTILITY PIPES IN ACCORDANCE WITH COUNTY
CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
8. STORM SEWER PIPE AND MANHOLES SHALL BE TESTED FOR LEAKAGE PER
CURRENT CITY STANDARDS.
SCALE: 1" = 10'-0"
GENERATOR PAD N
O
RTH
0 5' 10' 20'
Drawn By:
Checked By:
K.Ostergaard A. Hansen
COPYRIGHT © 2019 SLICHTER|UGRIN ARCHITECTURE
100% CONSTRUCTION
DOCUMENT (100%
CD)
Print Date: APRIL 8, 2020
Issue Date: NOVEMBER 2019
N . C ol lin s R oa d
BU
IL
D
IN
G -4
Bo ise , I d ah o
D ep t.
of
In te rio r /
U . S
. G eo lo gi ca l S ur ve y
ID
A
HO
W
A
TE
R
SC
IE
N
C E
C
EN
TE
R
C O
N
SO
LI
DA
TIO
N
Project No.
Revision ID ChID Issue Name Date
18056
LA-16677
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
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1 ADDENDUM 1 02/28/2020
ASI 001 04.02.2020
CONFORMANCE SET
Concrete Path
Disregard
RFI 05
Disregard
RFI 05
140G0322Q0147amd0001
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W jeffg Cloud+ jeffg Cloud+
W
P
A
C
G
MW
2739.35
GSM.EUP
2738.15
TRE.12X16
2739.46
SSM
2737.36
SSM
2737.38
GSM.sE
2737.92
GSM.nE
2737.82
SSM
2736.11
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
2739.65 FF
TRANSFORMER
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
G E
O
G E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G
E
O
G E
O
G
EO
G
EO
G E
O
G
EO
G
EO
G
EO GEO
GEO
GEO
GEO
v v
M
P
I
V
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W v ICV
ICV
v ICV v ICV
F
C
D
CO
EB
T
T
O
H
P
O
H
P
P
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
T
FO
24"
24"
24"
6"
6"
6"
6"
6"
8"
12"
4"
4"
4"
12"
C
U
T
C
U
T v
B
U
I
L
D
I
B
U
I
L
D
I
A
B
U
I
L
D
I
R
A
M
P
R
A
M
P
P
L
A
N
T
E
R
P
L
A
N
T
E
R
P
L
A
N
T
E
R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
E v
W
W
W v
C
U
T
P
P
P
P
P
P
P
P
P
P
P
P
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
P
P
P
P
P
P
P
P
P
P
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
P
L
A
N
T
E
R
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
SLOT DRAIN
SLOT DRAIN
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C O
L L
IN
S
R O
A D
RIM 2737.35'
8" INV 2734.24'
S
RIM 2736.11'
E 8" INV 2732.86'
S
S
S
S
C U
R B
C U
T
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
C
G
S
S
S
S
S
RIM 2737.38'
W 8" INV 2733.07'
S 8" INV 2733.25'
v v
TRASH
PAD
A
S
P
H
A
L
T
A
S
P
H
A
L
T
P
A
R
K
I
N
G
A
S
P
H
A
L
T
P
A
R
K
I
N
G
A
S
P
H
A
L
T
P
A
R
K
I
N
G
G
R
A
V
T
G
R
A
V
T
C
U
R
B
R
A
M
P v
M
G
E
O
G
E
O v v
CITY OF BOISE
GEOTHERMAL WATER
EASEMENT
SEE NOTE 2
CITY OF BOISE
GEOTHERMAL
WATER
EASEMENT
SEE NOTE 2
MW
2739.91
MW
2741.12
MW
2741.22
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R D
R D
R D
R D
R D
R D
R D
R
D
R
D
R D
R D
R D
R D
R D
R
D
R
D
R
D
R
D
8"
7"
7"
4"
6"
6"
5"
5"
5"
5"
5"
5"
5"
5"
5"
12"
IR
POE
RD
RD
G
R
A
S
S
PARKING
STOPS
R
O
C
K
P
L
A
N
T
E
R
R
O
C
K
POE
POE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FIRE LINE TO
BUILDING #7
B
U
I
L
D
I
TRASH
ENCLOSURE
ADD ATL #1
PER SPEC. SECTION
012300
ADD ATL #4
PER SPEC. SECTION
012300
2740.00
FFE
39.22 EX TC
39.44 EX TC
39.20 EX LIP
39.26 EXTBC LOW
2739.55
TC
38.24 TC
39.93 TC
39.72 TC
38.02 TC
38.02 TC
38.08 TC
37.87 TBC
37.37 FL
2740.00
FFE
39.87 TC
39.77 TC
37.87 TC
37.76 EX TBC
37.26 EX LIP
2740.00
FFE
2740.00
FFE
39.82 TC
39.32 BC
39.82 TC
39.32 BC
38.99 TC
38.93 FL
38.70 TC
38.64 FL
38.26 TBC
37.76 TC
36.99 EX FL
38.75 TC
38.69 FL
38.95 TC
38.89 FL
39.35 TC
39.29 FL HP
37.71 TBC
37.21 FL
37.38 TBC
36.88 FL
37.55 TBC
37.05 FL
37.48 TBC
36.98 FL
37.63 TBC
37.13 FL
37.58 TBC
37.08 FL
37.69 TC
36.91 TA
37.09 TA
36.46 FL
37.30 LIP
37.80 TBC
37.05 LIP
37.55 TBC
37.96 TBC
37.46 TA
38.95 TBC
38.45 TA
38.27 TA
39.59 TBC
39.09 FL
39.49 TBC
38.99 FL
3787 TBC
37.37 TA
38.95 TBC
38.45 TA
39.53 TBC
39.03 TA
38.45 TBC
37.95 TA
40.24 TA
40.30 TA
38.72 TBC
38.22 TA
38.04 TA
37.55 TA
37.84 FL
38.37 FL
37.78 FL
38.97 FL
38.59 FL
1.00%
1.53%
1.00%
4.27%
39.36 TA
39.86 FL
39.32 FL
38.85 FL
3.26%
1.00%
38.02 TBC
37.52 FL
38.01 TC
37.93 TC
38.50 GV
36.83 TBC
36.33 FL
36.77 TBC
36.27 FL
36.52 TA
37.09 TA
36.86 TA
36.76 TA
36.56 TA1
38.35 TBC
37.85 FL
37.27 TC
36.77 TA
37.27 TC
36.77 TA
37.12 TC
36.62 TA
37.13 TC
36.63 TA
1.00%
1.00%
2740.00
FFE
2740.00
FFE
38.81 GV
38.29 EX FG
38.51 FG
37.12 FG
37.45 FG
FEE 2740.00
100'-0
(ARCH)
37.15 INV.OUT
40.00 TC
39.50 BC
39.82 TC
39.32 BC
ASPHALT
CONCRETE
GRAVEL
FENCE LINE
WALL
BUILDING
CURB GUTTER
ROOF LINE
TRAFFIC BOLLARD
SIGN POST
SECURITY SWING ARM
TRENCH DRAIN
TBC- TOP OF BACK OF CURB
FL- FLOW LINE
TC- TOP OF CONCRETE
TA- TOP OF ASPHALT
HP- HIGH POINT
FFE- FINISH FLOOR ELEVATION
EX- EXISTING
LIP- CURB LIP
GRADING PLAN
C2.01
SCALE: 1" = 20'-0"
IWSC GRADING PLAN
N O
RTH
0 10' 20' 40'
LEGENDGRADING AND DRAINAGE NOTES
1. PRIOR TO CONSTRUCTIONS, FIELD VERIFY EXISTING ELEVATIONS TO ENSURE THAT THEY
MATCH PROPOSED GRADES.
2. CLEAR AND GRUB ALL SURFACE VEGETATION, TREES, STUMPS, BRUSH, ETC. REMOVE ALL
ORGANIC MATERIAL THAT CANNOT BE COMPACTED INTO A STABLE MASS. ALL BRUSH
AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE REMOVED
AND DISPOSED OF AT AN OFF SITE LOCATION.
3. ALL SUITABLE MATERIAL SHALL BE ACQUIRED OFF-SITE AS REQUIRED TO PROPERLY GRADE
THIS SITE, INCLUDING ALL NECESSARY SURFACE RESTORATION, TO THE FINISHED
ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS AND
SPECIFICATIONS. EXCESS FILL WILL ALSO BE DISPOSED OF OFF-SITE.
4. PROVIDE POSITIVE DRAINAGE AWAY AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO
NOT ALLOW WATER TO POND IN EXCAVATION AREAS.
5. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES.
6. PROPOSED GRADE CONTOUR INTERVAL SHOWN AT ONE FOOT (1').
7. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF
OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION
AND TRENCHING.
8. THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 2
WORKING DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS.
Drawn By:
Checked By:
K.Ostergaard A. Hansen
COPYRIGHT © 2019 SLICHTER|UGRIN ARCHITECTURE
100% CONSTRUCTION
DOCUMENT (100%
CD)
Print Date: APRIL 8, 2020
Issue Date: NOVEMBER 2019
N . C ol lin s R oa d
BU
IL
D
IN
G -4
Bo ise , I d ah o
D ep t.
of
In te rio r /
U . S
. G eo lo gi ca l S ur ve y
ID
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Project No.
Revision ID ChID Issue Name Date
18056
LA-16677
STATE OF I DAHO
L
IC
EN
SED
LANDS CAPE A
RCH
IT
EC
T
A N
G
E
L
H
A
N
S
E
N
A
M
1 ADDENDUM 1 02/28/2020
ASI 001 04.02.2020
CONFORMANCE SET
Area to be feathered out per RFI 18
RFI 18
Additional curb to be placed per RFI 18
RFI 18
Disregard
RFI 05
Disregard
RFI 05
140G0322Q0147amd0001
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