Mayor Bradshaw and City Councilors · Recommendation To Approve Encroachment Agreement 20438 with...
Transcript of Mayor Bradshaw and City Councilors · Recommendation To Approve Encroachment Agreement 20438 with...
December 16, 2019 Mayor Bradshaw and City Councilors City of Ketchum Ketchum, Idaho Mayor Bradshaw and City Councilors:
Recommendation To Approve Encroachment Agreement 20438 with KETCH PDX, LLC Recommendation and Summary Staff is recommending the council approve the attached Encroachment Agreement and adopt the following motion: I move to authorize the Mayor to approve the Encroachment Agreement 20438 with KETCH PDX, LLC for snow melt within the public sidewalks on First Avenue and 6th Street. The reasons for the recommendation are as follows:
• The improvements were agreed to by the City and property owner and will improve pedestrian access in the winter.
• The property owner is responsible for installation, maintenance and repair of the snow melt system in the public right-of-way.
Introduction and History As part of the KETCH I and II projects, a snow melt system is proposed to be installed within the public sidewalks adjacent to the projects on First Avenue and 6th Street. The property owner will be responsible for maintaining and repairing the system. The obligation is documented through an encroachment agreement. Analysis As conditioned, the proposed snow melt system will be in working order during the winter. The system will limit the accumulation of snow and ice on the sidewalks adjacent to the projects. City staff is in support of the proposed snow melt system. Financial Impact There is no financial impact as a result of this encroachment. Attachments: Encroachment Agreement 20438
Encroachment Agreement – KETCHUM PDX LLC and KETCHUM 2 PDX LLC Page 1
WHEN RECORDED, PLEASE RETURN TO: OFFICE OF THE CITY CLERK CITY OF KETCHUM POST OFFICE BOX 2315 KETCHUM, IDAHO 83340 ___________________________________________________________________________
RIGHT-OF-WAY ENCROACHMENT AGREEMENT 20428
THIS AGREEMENT, made and entered into this ____day of ___________, 2019, by and between the CITY OF KETCHUM, IDAHO, a municipal corporation ("Ketchum"), whose address is Post Office Box 2315, Ketchum, Idaho and KETCHUM PDX LLC and KETCHUM 2 PDX LLC (collectively referred to as "Owner") who address is PO Box 96068, Portland Oregon, 97296
RECITALS WHEREAS, Owner is the representative of real property described as KETCH PDX LLC and KETCH PDX 2 LLC (“Subject Property”), located within the City of Ketchum, State of Idaho; and
WHEREAS, Owner wishes to install a snow-melt system in city right-of-way at 560 First Avenue and 100 E 6th Street in Ketchum, Idaho. The improvements are shown in Exhibit “A” attached hereto and incorporated herein (collectively referred to as the “Improvements”); and, WHEREAS, Ketchum finds that said Improvements will not impede the use of said public right-of-way at this time subject to the terms and provisions of this Agreement; NOW, THEREFORE, in contemplation of the above stated facts and objectives, it is hereby agreed as follows:
TERMS AND CONDITIONS 1. Ketchum shall permit Owner to install and maintain a snow melt system identified in Exhibit “A” within the public right-of-way on First Avenue and 6th Street in Ketchum, Idaho, until notified by Ketchum to remove the same. Ketchum agrees to provide 180 days prior written notice to Owner to remove the Improvements. 2. Owner shall be responsible for the maintenance, repair and replacement of the snow melt system and associated improvements, due to failures from installation, use, or other damange of the snow-melt system that may occur. Such maintenance, repair, and replacement shall occur upon notice by Ketchum. It shall be up to the owner’s discretion of when to implement and terminate usage of the snow melt system. 3. In consideration of Ketchum allowing Owner to maintain the Improvements in the public right-of-way, Owner agrees to indemnify and hold harmless Ketchum from and against any and all claims of liability for any injury or damage to any person or property arising from the Improvements constructed, installed and maintained in the public right-of-way. Owner shall further indemnify and hold Ketchum harmless from and against any and all claims arising from any breach or default in the performance of any obligation on Owner's part to be performed under this Agreement, or arising from any negligence of Owner or Owner's agents, contractors
Encroachment Agreement – KETCHUM PDX LLC and KETCHUM 2 PDX LLC Page 2
or employees and from and against all costs, attorney's fees, expenses and liabilities incurred in the defense of any such action or proceeding brought thereon. In the event any action or proceeding is brought against Ketchum by reason of such claim, Owner, upon notice from Ketchum, shall defend Ketchum at Owner's expense by counsel satisfactory to Ketchum. Owner, as a material part of the consideration to Ketchum, hereby assumes all risk of damages to property or injury to persons in, upon or about the Improvements constructed, installed and maintained in the public right-of-way arising from the construction, installation and maintenance of said Improvements and Owner hereby waives all claims in respect thereof against Ketchum. 4. Ketchum shall not be liable for injury to Owner's business or loss of income therefrom or for damage which may be sustained by the person, goods, wares, merchandise or property of Owner, its tenants, employees, invitees, customers, agents or contractors or any other person in or about the Subject Property caused by or resulting from the Improvements constructed, installed, removed or maintained in the public right-of-way. 5. Owner understands and agrees that by maintaining the Improvements in the public right-of-way pursuant to this Agreement, Owner obtains no claim or interest in said public right-of-way which is adverse to that of Ketchum and that Owner obtains no exclusive right to said public right-of-way nor any other right to use the public right-of-way not specifically described herein. 6. This Agreement shall be a covenant running with the Subject Property and the terms and provisions hereof shall inure to the benefit of and be binding upon the parties and the respective heirs, personal representatives, successors and assigns of the parties hereof. 7. In the event either party hereto retains an attorney to enforce any of the rights, duties and obligations arising out of this Agreement, the prevailing party shall be entitled to recover from the non-prevailing party reasonable attorney's fees at the trial and appellate levels and, whether or not litigation is actually instituted. 8. This Agreement shall be governed by, construed, and enforced in accordance with the laws and decisions of the State of Idaho. Venue shall be in the District Court of the fifth Judicial District of the State of Idaho. 9. This Agreement sets forth the entire understanding of the parties hereto, and shall not be changed or terminated orally. It is understood and agreed by the parties hereto that there are no verbal promises or implied promises, agreements, stipulations or other representations of any kind or character pertaining to the Improvements maintained in the public right-of-way other than as set forth in this Agreement. 10. No presumption shall exist in favor of or against any party to this Agreement as the result of the drafting and preparation of this document. 11. This Agreement shall be recorded with the Blaine County Recorder by Ketchum. 12. The parties fully understand all of the provisions of this Agreement, and believe them to be fair, just, adequate and reasonable, and accordingly accept the provisions of this Agreement freely and voluntarily.
Encroachment Agreement – KETCHUM PDX LLC and KETCHUM 2 PDX LLC Page 3
KETCHUM PDX LLC: CITY OF KETCHUM: Mark R. Madden Revocable Living Trust Manager/Member of Ketchum PDX LLC By:______________________ By: __________________________ Mark R. Madden Neil Bradshaw Its:Trustee Its: Mayor KETCHUM 2 PDX LLC: Mark R. Madden Revocable Living Trust Manager/Member of Ketchum 2 PDX LLC By:___________________________ Mark R. Madden Its: Trustee STATE OF OREGON, ) ) ss. County of Multnomah. ) On this _____ day of ___________, 2019, before me, the undersigned Notary Public in and for said State, personally appeared MARK R. MADDEN, known or identified to me to be the representative of KETCHUM PDX LLC and KETCHUM 2 PDX LLC, and person who executed the foregoing instrument and acknowledged to me that he executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. _____________________________ Notary Public for _______________ Residing at ___________________ Commission expires ____________
Encroachment Agreement – KETCHUM PDX LLC and KETCHUM 2 PDX LLC Page 4
STATE OF IDAHO ) ) ss. County of Blaine ) On this ___ day of ___________, 2019, before me, the undersigned Notary Public in and for said State, personally appeared NEIL BRADSHAW, known or identified to me to be the Mayor of the CITY OF KETCHUM, IDAHO, and the person who executed the foregoing instrument on behalf of said municipal corporation and acknowledged to me that said municipal corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year in this certificate first above written. _____________________________ Notary Public for _______________ Residing at ___________________ Commission expires ____________
Encroachment Agreement – KETCHUM PDX LLC and KETCHUM 2 PDX LLC Page 5
EXHIBIT “A”
Encroachment Agreement – KETCHUM PDX LLC and KETCHUM 2 PDX LLC Page 6
EXHIBIT “B”
FOX
BUILDING
CONDOS
KETCHUM
BLOCK 35
LOT 5
℄ 1
ST
A
VE
NU
E
5815.61
FF ELEV
KETCHUM
BLOCK 35
LOT 6
560 N 1ST AVE
1.8%
4.0%1.8%
4.0%
4.0%4.0%
1.8
%
TY
P.
1.8%1.8%1.8%
1.8
%
TY
P.
1.8%
1.0
%
TYP.
5816.10
FF ELEV
5816.70
FF ELEV
5816.70
FF ELEV
5817.36
FF ELEV
5817.36
FF ELEV
5819.90
FF ELEV
GB GB GB GB GB
LP
GB
GB
1.8
%
TY
P.
5.0%
MAX.
5.0%
MAX.
5.0%
MAX.
5.0%
MAX.
5.0%
MAX.
5.0%
MAX.
2.0%
MAX.
2.0%
MAX.
2.0%
MAX.
2.0%
MAX.
2.0%
MAX.
1.8%
5815.14
FF ELEV
5815.63
FF ELEV
5816.18
FF ELEV
5817.19
FF ELEV
5817.94
FF ELEV
5818.10
FF ELEV
5817.09
FF ELEV
5815.07
FF ELEV
GB GB GB GB GB GB GB GB GB GB GB
SD
SD SD SD SD
AL
LE
Y
W
±2.9%
5814.5±
MATCH
5814.2±
MATCH
5814.48
TBC
5814.62
BSW
5815.04
TBC/MATCH
LP
1.8%1.8%
SD SD
SD
SD
SD
(26)
(50)
(15)
(37)
14'9'
4.5'
4'4'
9.18' 8.11' 9.19' 16.51' 13.11' 5.74'
11.45' 4' 10.38' 4' 14.82'
6.62'
6.62'
14.7'
5.6'
6' (7 RISERS)
3.48'
8'
7' 6'6'
6'
9.67'
7.08'
5.32'
6.92'
27.9'
(25' MIN.)
S01
S02
S03
S04
S05
S06
S05
S05
U03
U01a
U01b
U04
U05
U06
S01
S02
U07 U07U07U07U07
U02
U01c
U03
U01d
U03
U03
S07
±1.6%
±1
.0
%
D
±5824.6
TOP OF WALL
5821.7
AC PAVE
5821.38
AC PAVE
5821.28
AC PAVE
5819.9
AC PAVE
5819.8
AC PAVE
7.0
%1
.1
%
5819.7
AC PAVE/FL
5819.6
AC PAVE/FL
5819.9
AC PAVE
5819.74
AC PAVE
7.7
%
2.0% 2.0%
5818.38
AC PAVE
5818.18
AC PAVE/FL
1.0
%
5818.32
AC PAVE
5818.26
AC PAVE
5818.32
AC PAVE
S08
U08
10'
VARIES
7' MAX.
3' MIN.
15' TRANSITION TO
MATCH EX. WALL
TO SOUTH
±5823.4
TOP OF WALL
±5821.7
TOP OF WALL
CONTRACTOR TO TRANSITION
TO MATCH EXISTING GRAVEL ALLEY;
MAINTAIN POSITIVE DRAINAGE, AND
MATCH EXISTING GRAVEL SECTION
PROPOSED ITEMS
Sewer Service
Water Service
S
Storm Pipe
SD
W
Catch Basin
Sewer Clean Out
Proposed Concrete Sidewalk
Proposed Spot Grade
ABBREVIATIONS
FF ELEV
TBC
BSW
MATCH
GB
LP
FINISH FLOOR
TOP BACK OF CURB
BACK OF SIDEWALK
MATCH EXISTING ELEVATION
GRADE BREAK
LOW POINT
Drywell
Proposed Sawcut
ELEV.
DESCRIPTION
D
Concrete Curb and Gutter
Flow Line
Proposed Snow Storage
Proposed Asphalt
P:\sdskproj\7570\dw
g\C
onstruction\7570_E
NG
B
AS
E.dw
g 02/28/19 9:15:32 A
M
SK
S
SF
PR
OJE
CT
IN
FO
RM
AT
IO
N
SK
S
DE
SIG
NE
D B
Y
DR
AW
N B
Y
CH
EC
KE
D B
Y
Civil E
ngineers &
Land S
urveyors
NO
RE
US
E O
F D
RA
WIN
GS
These draw
ings, or any portion thereof,
shall not be used on any P
roject or
extensions of this P
roject except by
agreem
ent in w
riting w
ith G
alena
Engineering, Inc..
GA
LE
NA
E
NG
IN
EE
RIN
G, IN
C.
31
7 N
. R
ive
r S
tre
et
Ha
ile
y, Id
ah
o 8
33
33
(2
08
) 7
88
-1
70
5
(2
08
) 7
88
-4
61
2 fa
x
em
ail g
ale
na
@g
ale
na
-e
ng
in
ee
rin
g.co
m
DA
TE
BY
RE
VIS
IO
NS
A S
IT
E, G
RA
DIN
G, D
RA
IN
AG
E, A
ND
U
TILIT
Y P
LA
N F
OR
:
560 N
1S
T A
VE
LO
CA
TE
D W
IT
HIN
S
EC
TIO
N 13, T
.4 N
., R
.17 E
., B
.M
., C
IT
Y O
F K
ET
CH
UM
, B
LA
IN
E C
OU
NT
Y, ID
AH
O
PR
EP
AR
ED
F
OR
K
ET
CH
P
DX
, LLC
C1
SK
SIS
SU
E F
OR
D
ES
IG
N R
EV
IE
W0
6/1
4/1
8
1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE MOST
CURRENT EDITION OF THE "IDAHO REGULATIONS FOR PUBLIC
DRINKING WATER SYSTEMS," THE CURRENT EDITION OF THE "IDAHO
STANDARDS FOR PUBLIC WORKS CONSTRUCTION" (ISPWC), AND CITY
OF KETCHUM STANDARDS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING AND KEEPING A COPY OF THE ISPWC
ON SITE DURING CONSTRUCTION.
2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
ON THE PLANS IN AN APPROXIMATE WAY. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR LOCATING EXISTING UTILITIES PRIOR TO
COMMENCING AND DURING THE CONSTRUCTION. THE CONTRACTOR
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
WHICH RESULT FROM HIS FAILURE TO ACCURATELY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR
SHALL CALL DIGLINE (1-800-342-1585) TO LOCATE ALL EXISTING
UNDERGROUND UTILITIES.
3. THE CONTRACTOR SHALL CLEAN UP THE SITE AFTER CONSTRUCTION
SO THAT IT IS IN A CONDITION EQUAL TO OR BETTER THAN THAT
WHICH EXISTED PRIOR TO CONSTRUCTION, INCLUDING BUT NOT
LIMITED TO, EPA'S NPDES CONSTRUCTION GENERAL PERMIT.
4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR
TO CONSTRUCTION.
5. CONSTRUCTION OF WATER MAINS AND ALL OTHER RELATED
APPURTENANCES SHALL BE IN ACCORDANCE WITH THE IDAHO
STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), IDAPA
58.01.08, IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS AND
THE CITY OF KETCHUM UTILITIES DEPARTMENT STANDARDS.
6. CONTRACTOR SHALL PRESSURE TEST, DISINFECT, AND CONDUCT
BIOLOGICAL TESTING IN ACCORDANCE WITH THE IDAHO STANDARDS
FOR PUBLIC WORKS CONSTRUCTION (ISPWC), AMERICAN WATER
WORKS ASSOCIATION (AWWA) STANDARDS, AND THE PRESSURE
TESTING, DISINFECTION, AND MICROBIOLOGICAL TESTING
PROCEDURES.
7. ALL WATER SUPPLY FIXTURES, FITTINGS, PIPING, AND ALL RELATED
APPURTENANCES SHALL BE ANSI/NSF STD. 61 COMPLIANT.
8. ALL WATER SUPPLY FIXTURES, FITTINGS, PIPING, AND ALL RELATED
APPURTENANCES SHALL COMPLY WITH THE LOW LEAD ACT
REQUIRING ALL MATERIALS TO HAVE A LEAD CONTENT EQUAL TO OR
LESS THAT 0.25%.
9. THE CONTRACTOR SHALL USE ANSI/NSF STANDARD 60 CHEMICALS
AND COMPOUNDS DURING INSTALLATION & DISINFECTION OF
POTABLE WATER MAIN.
10. CONTRACTOR SHALL COORDINATE LOCATIONS OF DRY UTILITY
FACILITIES (POWER, CABLE, PHONE, TV) NOT SHOWN ON THE
DRAWING WITH IDAHO POWER.
11. ALL CLEARING & GRUBBING SHALL CONFORM TO ISPWC SECTION 201.
12. ALL EXCAVATION & EMBANKMENT SHALL CONFORM TO ISPWC
SECTION 202. EXCAVATED SUBGRADE SHALL BE COMPACTED AND
ALL UNSUITABLE SECTIONS REMOVED AND REPLACED WITH
STRUCTURAL FILL AS DETERMINED BY THE ENGINEER. MINIMUM
COMPACTION OF PLACED MATERIAL SHALL BE 95% OF MAXIMUM
LABORATORY DENSITY AS DETERMINED BY AASHTO T-99 OR ITD T-91.
13. ALL 2" MINUS GRAVEL SHALL CONFORM TO ISPWC 802, TYPE II (ITD
STANDARD 703.04, 2"), SHALL BE PLACED IN CONFORMANCE WITH
ISPWC SECTION 801 AND COMPACTED PER SECTION 202. MINIMUM
COMPACTION OF PLACED MATERIAL SHALL BE 90% OF MAXIMUM
LABORATORY DENSITY AS DETERMINED BY AASHTO T-99.
14. ALL 3/4" MINUS CRUSHED GRAVEL SHALL CONFORM TO ISPWC 802,
TYPE I (ITD STANDARD 703.04, 3/4" B), SHALL BE PLACED IN
CONFORMANCE WITH ISPWC SECTION 802 AND COMPACTED PER
SECTION 202. MINIMUM COMPACTION OF PLACED MATERIAL SHALL
BE 95% OF MAXIMUM LABORATORY DENSITY AS DETERMINED BY
AASHTO T-99 OR ITD T-91.
15. ALL ASPHALTIC CONCRETE PAVEMENT WORK SHALL CONFORM TO
ISPWC SECTION(S) 805, 810, AND 811 FOR CLASS II PAVEMENT.
ASPHALT AGGREGATE SHALL BE 1/2" (13MM) NOMINAL SIZE
CONFORMING TO TABLE 803B IN ISPWC SECTION 803. ASPHALT
BINDER SHALL BE PG 58-28 CONFORMING TO TABLE A-1 IN ISPWC
SECTION 805.
16. ALL EDGES OF EXISTING ASPHALT PAVING SHALL BE SAW CUT 24" TO
PROVIDE A CLEAN PAVEMENT EDGE FOR MATCHING. NO WHEEL
CUTTING SHALL BE ALLOWED.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TRAFFIC
CONTROL PER THE CURRENT EDITION OF THE US DEPARTMENT OF
TRANSPORTATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD).
18. ALL CONCRETE FORM WORK SHALL SHALL CONFORM TO ISPWC
SECTION 701 AND 703. ALL CONCRETE SHALL BE 3,000 PSI MINIMUM,
28 DAY, AS DEFINED IN ISPWC SECTION 703, TABLE 1.C.
19. ALL TRENCHING SHALL CONFORM TO ISPWC STANDARD DRAWING
SD-301. TRENCHES SHALL BE BACKFILLED AND COMPACTED TO A
MINIMUM OF 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO
T-99.
20. THE CONTRACTOR SHALL RETAIN AND PROTECT ALL MONUMENTS,
ACCESSORIES TO CORNERS, BENCHMARKS AND/OR SURVEY
CONTROL POINTS. IF ANY OF THE PREVIOUSLY LISTED ITEMS MUST
BE REPLACED OR REMOVED, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER PRIOR TO REMOVAL.
21. PER IDAHO CODE § 55-1613, THE CONTRACTOR SHALL RETAIN AND
PROTECT ALL MONUMENTS, ACCESSORIES TO CORNERS,
BENCHMARKS AND POINTS SET IN CONTROL SURVEYS; ALL
MONUMENTS, ACCESSORIES TO CORNERS, BENCHMARKS AND
POINTS SET IN CONTROL SURVEYS THAT ARE LOST OR DISTURBED
BY CONSTRUCTION SHALL BE REESTABLISHED AND
RE-MONUMENTED, AT THE EXPENSE OF THE AGENCY OR PERSON
CAUSING THEIR LOSS OR DISTURBANCE AT THEIR ORIGINAL
LOCATION OR BY SETTING OF A WITNESS CORNER OR REFERENCE
POINT OR A REPLACEMENT BENCHMARK OR CONTROL POINT, BY OR
UNDER THE DIRECTION OF A PROFESSIONAL LAND SURVEYOR.
CONSTRUCTION NOTES
S06
INSTALL 4" WIDE WHITE PARKING PAVEMENT MARKING;
MATCH EXISTING PARKING SPACE DIMENSIONS
S02
S05
CONSTRUCT CONCRETE SIDEWALK. WIDTH AS
SHOWN HEREON. SEE DETAIL 2, SHEET C2.
CONSTRUCTION KEYNOTES
CONSTRUCT/ REPAIR ASPHALT . SEE DETAIL 4,
SHEET C2.
S03
CONSTRUCT CONCRETE CURB AND GUTTER PER
DETAIL 3, SHEET C2.
S01
SAWCUT EXISTING ASPHALT TO PROVIDE FOR A
CLEAN VERTICAL EDGE.
U01INSTALL CATCH BASIN PER DETAIL 9, SHEET C2.
a. RIM ELEV= 5816.56
IE (IN)= 5812.25
IE (OUT)= 5812.15
b. RIM ELEV= 5815.05
IE (IN)= 5811.15
IE (OUT)= 5811.05
c. RIM ELEV= 5817.26
IE (OUT)= 5812.77
d. RIM ELEV= 5814.65
IE (OUT)= 5810.65
U02INSTALL DRYWELL PER DETAIL 8, SHEET C2. SEE
ARCH. PLANS FOR BUILDING DOWNSPOUT
CONNECTIONS.
RIM ELEV= 5815.0
IE (IN SOUTH)= 5810.75
IE (IN NORTH)= 5809.93
U03INSTALL 6"Ø D3034 PVC PIPE @ S=2.0% MIN.
SITE IMPROVEMENTS
UTILITY IMPROVEMENTS
U04INSTALL WATER SERVICE; SERVICE SIZE PER
PLUMBING ENGINEER. CONTRACTOR TO CONFIRM
LOCATION AND DEPTH OF WATER MAIN.
TRENCH CONSTRUCTION PER DETAIL 5, SHEET C2.
SEE DETAIL 6/C2 FOR POTABLE, NON-POTABLE
WATER LINE SEPARATION REQUIREMENTS.
U05INSTALL 4"Ø SEWER SERVICE @ S=2.0% MIN.
TRENCH CONSTRUCTION PER DETAIL 5, SHEET C2.
U06DISCONNECT, CLOSE CORP. STOP VALVE AND
ABANDON EXISTING WATER SERVICE AT MAIN,
REPAIR EXISTING ASPHALT PER DETAIL 4, SHEET C2.
S04
CONSTRUCT CONCRETE SIDEWALK. WIDTH AS
SHOWN HEREON. SEE DETAIL 1, SHEET C2.
SNOW STORAGE SUMMARY
PEDESTRIAN CIRCULATION AREAS= 1032 SF
REQ'D SNOW STORAGE (30%)= 310 SF
PROVIDED SNOW STORAGE (31%)= 325 SF
U07REMOVE EXISTING WATER METER, IRRIGATION
CONTROL BOXES
LEGEND
EXISTING ITEMS
Feet
0 10 20
SK
SIS
SU
E F
OR
B
UIL
DIN
G P
ER
MIT
08
/1
7/1
8
S07
INSTALL CONCRETE STAIRS WITH HANDRAIL
PER DETAIL 10, SHEET C2.
2/28/19
S08
NON-ENGINEERED PRECAST CONCRETE BLOCK WALL,
BY OTHERS
SK
SB
LD
18
10
-0
00
84
1
2/1
8/1
8 C
OM
ME
NT
R
EV
IS
IO
N0
1/2
1/1
9
U08POWER POLE TO BE RELOCATED BY IDAHO POWER
SK
SB
UIL
DIN
G P
ER
MIT
R
EV
IS
IO
N- A
LL
EY
IM
PR
OV
EM
EN
TS
02
/2
8/1
9
L
I
P
5
8
1
4
.
3
T
B
C
5
8
1
4
.
8
B
O
W
5
8
1
4
.
9
SD SD SD SD
W
SD SD
SD
SD
SD
SD
D
S
JB
T
T
5
8
1
7
.3
3
5
8
1
7
.4
4
W W W W W W W W
SSSSS
C
W
D
1.75%
1.75%
4.9%
4.9%
GB GB
GBGB GB
3.5
%
4.0
%
1.6%5817.16
FF ELEV
S
D
S
D
S
D
U03
S01
U01
S07
1.8
%
U04
S06
S05
S03a
U02a
U06
U02b
100 E 6TH ST
KETCHUM LOT 5 BLOCK 35
59
1 N
W
AS
HIN
GT
ON
A
VE
KE
TC
HU
M L
OT
1
B
LO
CK
3
5
57
1 N
W
AS
HIN
GT
ON
A
VE
KE
TC
HU
M L
OT
2
B
LO
CK
3
5
AL
LE
Y
E 6TH STREET℄
N 1
ST
A
VE
NU
E ℄
2.0%2.0%
3.5
%
0.5% 7.46%
3.0
%
4.8%0.8%4.0%3.7% 1.8%
5817.16
FF ELEV
5816.60
FF ELEV
5815.39
FF ELEV
8.0%
1.8%
1.8
%
0.6
%
7.8
%
5814.5
FF ELEV
5814.5
FF ELEV
1.5%
1.8%
TYP.
S01
S01
S02
S02
1
.
0
%
S03a
S04
S04
3'
TYP.
0.8
%
TY
P.
U07
U08
U08
10'
1.8
%
TY
P.
U06
U05
C2
4
C2
4
U06
S08
S03b
S03b
S03c
S03b
8'
12
'8
'
8.1
6'
10
'
3.3
%
2.2
%
2.0
%
2.0
%2
.0
%
3.8
%1
.0
%
1.8%1.9%
2.3
%
±5815.7
MATCH
5815.51
LIP
±5816.0
MATCH
±5816.1
MATCH
±5816.4
MATCH
5816.59
LIP
5816.09
LIP
5816.05
LIP
±5815.3
MATCH
±5815.2
MATCH
5814.88
LIP
5814.79
LIP
±5817.2
MATCH
1.3
%
±5818.0
MATCH
5817.39
AC PAVE
(20)
(20)
GB GB GBGB
GB
8.6
4'
8.6
7'
8'
5815.18
FF ELEV
5815.91
FF ELEV
5816.88
FF ELEV
5817.02
FF ELEV
5817.10
FF ELEV
5818.26
AC PAVE
5818.14
AC PAVE
5814.6
BOW
4.9%1.75%
5815.98
CONC
5815.94
CONC
5815.80
CONC
5816.83
CONC
5817.34
CONC
5815.84
CONC
5815.23
CONC
5815.14
CONC
5815.12
CONC
5815.09
CONC
4.8%
5814.63
CONC
5816.78
CONC
5817.30
CONC
13.13'30.18'17.24'8'12.57'5'
5818.14
CONC
S09
U09
5817.19
CONC
5817.12
CONC
5816.62
CONC
5816.58
CONC
5815.40
CONC
5815.37
CONC
±5814.3
MATCH
±5814.2
MATCH
±5813.9
MATCH
±5814.0
MATCH
±5814.1
MATCH
±5814.2
MATCH
±5814.48
LIP
1.8
%
GB
GB
1.0
%1
.5
%
5817.25
AC PAVE
5817.07
CONC
1.2
%
5818.08
AC PAVE
5817.80
AC PAVE
2.0%
TYP.
2.0%
TYP.
5817.70
AC PAVE
5817.38
AC PAVE
GB
1.5
%
5817.06
LIP
1.7% 2.2%
6.0%
4.1%
2.5% 3.9%
±5817.5
MATCH
U10
5814.06
LIP
1:12 MAX.
1:1
2 M
AX
.
1:12
MAX.
5813.81
LIP
NOT PART OF PROJECT.
SHOWN FOR REFERENCE ONLY.
560 N 1ST AVE
KETCHUM LOT 6 BLOCK 35
5' 16.5'5'
5816.93
GUTTER
S06TYP.
S10
S10
S06
TYP.
U11
4.5
2'
U11
5817.93
CONC
0.8
%
TY
P.
1.75%
S
JB
54
" M
IN
.
S11
S12
U12
U12
JB
C
H
K
1
0
4
7
0
0
0
CH
K100
7002
C
H
K
1
0
6
7
0
0
3
C
H
K
1
0
5
7
0
1
2
2.72' ACCESS
EASEMENT
PROPOSED ITEMS
S
Sewer Service
Water Service
Storm Pipe
SD
W
W
Catch Basin
Sewer Clean Out
Proposed Concrete Sidewalk
Proposed Spot Grade
ABBREVIATIONS
FF ELEV
TBC
BSW
MATCH
GB
LP
FINISH FLOOR
TOP BACK OF CURB
BACK OF SIDEWALK
MATCH EXISTING ELEVATION
GRADE BREAK
LOW POINT
Drywell
Proposed Sawcut
ELEV.
DESCRIPTION
D
C
Concrete Curb and Gutter
Flow Line
Proposed Landscape
Proposed Asphalt
Proposed Transformer
T
Proposed Easement
P:\sdskproj\7674\dw
g\C
onstruction\7674_E
NG
B
AS
E-K
ET
CH
II.dw
g 10/15/19 9:22:18 A
M
SK
S
PR
OJE
CT
IN
FO
RM
AT
IO
N
SK
S/F
RM
DE
SIG
NE
D B
Y
DR
AW
N B
Y
CH
EC
KE
D B
Y
Civil E
ngineers &
Land S
urveyors
NO
RE
US
E O
F D
RA
WIN
GS
These draw
ings, or any portion thereof,
shall not be used on any P
roject or
extensions of this P
roject except by
agreem
ent in w
riting w
ith G
alena
Engineering, Inc..
GA
LE
NA
E
NG
IN
EE
RIN
G, IN
C.
31
7 N
. R
ive
r S
tre
et
Ha
ile
y, Id
ah
o 8
33
33
(2
08
) 7
88
-1
70
5
(2
08
) 7
88
-4
61
2 fa
x
em
ail g
ale
na
@g
ale
na
-e
ng
in
ee
rin
g.co
m
DA
TE
BY
RE
VIS
IO
NS
A S
IT
E G
RA
DIN
G, D
RA
IN
AG
E A
ND
U
TILIT
Y P
LA
N F
OR
:
KE
TC
H II P
DX
LO
CA
TE
D W
IT
HIN
S
EC
TIO
N 13, T
.4 N
., R
.17 E
., B
.M
., C
IT
Y O
F H
AILE
Y, B
LA
IN
E C
OU
NT
Y, ID
AH
O
PR
EP
AR
ED
F
OR
W
DC
P
RO
PE
RT
IE
S
C1
1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE MOST
CURRENT EDITION OF THE "IDAHO REGULATIONS FOR PUBLIC
DRINKING WATER SYSTEMS," THE CURRENT EDITION OF THE "IDAHO
STANDARDS FOR PUBLIC WORKS CONSTRUCTION" (ISPWC), AND CITY
OF KETCHUM STANDARDS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING AND KEEPING A COPY OF THE ISPWC
ON SITE DURING CONSTRUCTION.
2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
ON THE PLANS IN AN APPROXIMATE WAY. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR LOCATING EXISTING UTILITIES PRIOR TO
COMMENCING AND DURING THE CONSTRUCTION. THE CONTRACTOR
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
WHICH RESULT FROM HIS FAILURE TO ACCURATELY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR
SHALL CALL DIGLINE (1-800-342-1585) TO LOCATE ALL EXISTING
UNDERGROUND UTILITIES.
3. THE CONTRACTOR SHALL CLEAN UP THE SITE AFTER CONSTRUCTION
SO THAT IT IS IN A CONDITION EQUAL TO OR BETTER THAN THAT
WHICH EXISTED PRIOR TO CONSTRUCTION, INCLUDING BUT NOT
LIMITED TO, EPA'S NPDES CONSTRUCTION GENERAL PERMIT.
4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR
TO CONSTRUCTION.
5. CONSTRUCTION OF WATER MAINS AND ALL OTHER RELATED
APPURTENANCES SHALL BE IN ACCORDANCE WITH THE IDAHO
STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), IDAPA
58.01.08, IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS AND
THE CITY OF KETCHUM UTILITIES DEPARTMENT STANDARDS.
6. CONTRACTOR SHALL PRESSURE TEST, DISINFECT, AND CONDUCT
BIOLOGICAL TESTING IN ACCORDANCE WITH THE IDAHO STANDARDS
FOR PUBLIC WORKS CONSTRUCTION (ISPWC), AMERICAN WATER
WORKS ASSOCIATION (AWWA) STANDARDS, AND THE PRESSURE
TESTING, DISINFECTION, AND MICROBIOLOGICAL TESTING
PROCEDURES.
7. ALL WATER SUPPLY FIXTURES, FITTINGS, PIPING, AND ALL RELATED
APPURTENANCES SHALL BE ANSI/NSF STD. 61 COMPLIANT.
8. ALL WATER SUPPLY FIXTURES, FITTINGS, PIPING, AND ALL RELATED
APPURTENANCES SHALL COMPLY WITH THE LOW LEAD ACT
REQUIRING ALL MATERIALS TO HAVE A LEAD CONTENT EQUAL TO OR
LESS THAT 0.25%.
9. THE CONTRACTOR SHALL USE ANSI/NSF STANDARD 60 CHEMICALS
AND COMPOUNDS DURING INSTALLATION & DISINFECTION OF
POTABLE WATER MAIN.
10. CONTRACTOR SHALL COORDINATE LOCATIONS OF DRY UTILITY
FACILITIES (POWER, CABLE, PHONE, TV) NOT SHOWN ON THE
DRAWING WITH IDAHO POWER.
11. ALL CLEARING & GRUBBING SHALL CONFORM TO ISPWC SECTION 201.
12. ALL EXCAVATION & EMBANKMENT SHALL CONFORM TO ISPWC
SECTION 202. EXCAVATED SUBGRADE SHALL BE COMPACTED AND
ALL UNSUITABLE SECTIONS REMOVED AND REPLACED WITH
STRUCTURAL FILL AS DETERMINED BY THE ENGINEER. MINIMUM
COMPACTION OF PLACED MATERIAL SHALL BE 95% OF MAXIMUM
LABORATORY DENSITY AS DETERMINED BY AASHTO T-99 OR ITD T-91.
13. ALL 2" MINUS GRAVEL SHALL CONFORM TO ISPWC 802, TYPE II (ITD
STANDARD 703.04, 2"), SHALL BE PLACED IN CONFORMANCE WITH
ISPWC SECTION 801 AND COMPACTED PER SECTION 202. MINIMUM
COMPACTION OF PLACED MATERIAL SHALL BE 90% OF MAXIMUM
LABORATORY DENSITY AS DETERMINED BY AASHTO T-99.
14. ALL 3/4" MINUS CRUSHED GRAVEL SHALL CONFORM TO ISPWC 802,
TYPE I (ITD STANDARD 703.04, 3/4" B), SHALL BE PLACED IN
CONFORMANCE WITH ISPWC SECTION 802 AND COMPACTED PER
SECTION 202. MINIMUM COMPACTION OF PLACED MATERIAL SHALL
BE 95% OF MAXIMUM LABORATORY DENSITY AS DETERMINED BY
AASHTO T-99 OR ITD T-91.
15. ALL ASPHALTIC CONCRETE PAVEMENT WORK SHALL CONFORM TO
ISPWC SECTION(S) 805, 810, AND 811 FOR CLASS II PAVEMENT.
ASPHALT AGGREGATE SHALL BE 1/2" (13MM) NOMINAL SIZE
CONFORMING TO TABLE 803B IN ISPWC SECTION 803. ASPHALT
BINDER SHALL BE PG 58-28 CONFORMING TO TABLE A-1 IN ISPWC
SECTION 805.
16. ALL EDGES OF EXISTING ASPHALT PAVING SHALL BE SAW CUT 24" TO
PROVIDE A CLEAN PAVEMENT EDGE FOR MATCHING. NO WHEEL
CUTTING SHALL BE ALLOWED.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TRAFFIC
CONTROL PER THE CURRENT EDITION OF THE US DEPARTMENT OF
TRANSPORTATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD).
18. ALL CONCRETE FORM WORK SHALL SHALL CONFORM TO ISPWC
SECTION 701 AND 703. ALL CONCRETE SHALL BE 3,000 PSI MINIMUM,
28 DAY, AS DEFINED IN ISPWC SECTION 703, TABLE 1.C.
19. ALL TRENCHING SHALL CONFORM TO ISPWC STANDARD DRAWING
SD-301. TRENCHES SHALL BE BACKFILLED AND COMPACTED TO A
MINIMUM OF 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO
T-99.
20. PER IDAHO CODE § 55-1613, THE CONTRACTOR SHALL RETAIN AND
PROTECT ALL MONUMENTS, ACCESSORIES TO CORNERS,
BENCHMARKS AND POINTS SET IN CONTROL SURVEYS; ALL
MONUMENTS, ACCESSORIES TO CORNERS, BENCHMARKS AND
POINTS SET IN CONTROL SURVEYS THAT ARE LOST OR DISTURBED
BY CONSTRUCTION SHALL BE REESTABLISHED AND
RE-MONUMENTED, AT THE EXPENSE OF THE AGENCY OR PERSON
CAUSING THEIR LOSS OR DISTURBANCE AT THEIR ORIGINAL
LOCATION OR BY SETTING OF A WITNESS CORNER OR REFERENCE
POINT OR A REPLACEMENT BENCHMARK OR CONTROL POINT, BY OR
UNDER THE DIRECTION OF A PROFESSIONAL LAND SURVEYOR.
21. CONTRACTOR SHALL INSTALL SIGN BASES IN THE RIGHT-OF-WAY AT
BACK OF CURB PER DETAIL 12, SHEET C2; COORDINATE WITH CITY
STREETS DEPARTMENT FOR LOCATION DURING CONSTRUCTION.
CONSTRUCTION NOTES
S06
INSTALL 4" WIDE WHITE PARKING PAVEMENT
MARKING; MATCH EXISTING PARKING SPACE
DIMENSIONS
S02
S05
CONSTRUCT CONCRETE SIDEWALK. WIDTH AS
SHOWN HEREON. SEE DETAIL 2, SHEET C2.
CONSTRUCTION KEYNOTES
CONSTRUCT/ REPAIR ASPHALT . SEE DETAIL 8,
SHEET C2.
S03
CONSTRUCT CONCRETE CURB AND GUTTER
a. 6' VERTICAL CURB AND GUTTER PER DETAIL
3, SHEET C2
b. CURB TRANSITION PER DETAIL 11, SHEET C2
[ ]
c. ZERO REVEAL CURB AND GUTTER PER
DETAIL 11, SHEET C2
S01
SAWCUT EXISTING ASPHALT TO PROVIDE FOR A
CLEAN VERTICAL EDGE.
U04REMOVE EXISTING DRYWELL AND INSTALL NEW
DRYWELL "A" PER DETAIL 9, SHEET C2.
RIM ELEV= 5813.8
IE (IN EAST)= 5808.43
U06INSTALL 12"Ø D3034 PVC PIPE @ S=2.0% MIN.
SITE IMPROVEMENTS
UTILITY IMPROVEMENTS
U07INSTALL WATER SERVICE; SERVICE SIZE PER
PLUMBING ENGINEER. CONTRACTOR TO CONFIRM
LOCATION AND DEPTH OF WATER MAIN.
TRENCH CONSTRUCTION PER DETAIL 5, SHEET C2.
SEE DETAIL 6, SHEET C2 FOR POTABLE, NON-POTABLE
WATER LINE SEPARATION REQUIREMENTS.
U01INSTALL 4"Ø SEWER SERVICE @ S=2.0% MIN.
CLEANOUT INV ELEV = 5806.9±
TRENCH CONSTRUCTION PER DETAIL 5, 6 AND 7,
SHEET C2.
S04
CONSTRUCT CONCRETE SIDEWALK. WIDTH AS
SHOWN HEREON. SEE DETAIL 1, SHEET C2.
LEGEND
EXISTING ITEMS
U02
INSTALL 30" CONCRETE CATCH BASIN WITH
SOLID LID AND 24" SUMP.
SEE DETAIL 10, SHEET C2.
a. RIM ELEV = 5813.59
IE IN = 5808.93
IE OUT = 5808.83
b. RIM ELEV = 5813.83
IE OUT = 5809.33
S07
REMOVE EXISTING TREES
U03REMOVE EXISTING CATCH BASIN AND STORM
SEWER PIPE.
U08DISCONNECT, CLOSE CORP. STOP VALVE AND
ABANDON EXISTING WATER SERVICE AT MAIN,
REPAIR EXISTING ASPHALT PER DETAIL 8, SHEET C2.
U05INSTALL NEW DRYWELL "B" PER DETAIL 9, SHEET C2.
PLACE EDGE OF VERTICAL CULVERT 6" MIN. FROM
BACK OF SIDEWALK. CONNECT ROOF DRAINS PER
ARCHITECT.
RIM ELEV= 5813.9±
IE (IN NORTHEAST)= PER ARCHITECT
S08
CONSTRUCT ADA COMPLIANT PEDESTRIAN RAMP
WITH TRUNCATED DOME DETECTABLE WARNING
INSERT, TUFTILE OR APPROVED EQUAL.
Feet
0 10 20
PRECAST CONCRETE BLOCK WALL,
BY OTHERS; TO BE INSTALLED BY APPLICANT
S09
POWER GUY WIRE TO BE RELOCATED BY IDAHO
POWER
U09
RELOCATE EXISTING GAS SERVICE, COORDINATE
WITH INTERMOUNTAIN GAS COMPANY,
LOCATION PER ARCHITECT
U10
REMOVE EXISTING CROSSWALK PAVEMENT MARKINGS
AND INSTALL 12" WIDE WHITE EDGE CROSSWALK
PAVEMENT MARKINGS AND 24" WIDE WHITE INTERIOR
CROSSWALK PAVEMENT MARKINGS
S10
INSTALL STREET LIGHT PER CITY OF KETCHUM
STANDARDS
U11
SK
SM
IN
OR
G
RA
DE
C
HA
NG
E A
ND
A
DD
S
TR
EE
T L
IG
HT
06
/1
0/1
9
1 1/4" DIAMETER PIPE WITH A
MINIMUM 1/8" WALL
34
"-3
8"
5"
6"
12" MIN.
BETWEEN POSTS
PROVIDE ESCUTCHEON
PLATE WITH SEALANT OR
MASTIC BELOW AT POST
BASE TO PREVENT WATER
PENETRATION
CONCRETE SIDEWALK
4" OF 3/4" MINUS
LEVELING COURSE
6" OF 2" MINUS AGGREGATE
BASE COURSE
6'-0" MAXIMUM SPACING
BETWEEN POSTS
6'-0" MAXIMUM SPACING
CORE DRILL
WALK OR
INSTALL SLEEVE
FOR POSTS
LANDING
LANDING
12" MIN.6.5"
TYP.
12" TYP.
N.T.S.
TYPICAL HANDRAIL AND STAIR DETAIL
1
S11
CONSTRUCT CONCRETE STAIRS WITH HANDRAIL
PER DETAIL 1, SHEET C1.
S12
CONSTRUCT WALL BY OTHERS,
SEE ARCHITECTURAL PLANS.
PROPOSED TRANSFORMER, SECTOR BOX,
JUNCTION BOX; CONTRACTOR TO COORDINATE
WITH IDAHO POWER
U12
SK
SS
OU
TH
S
ID
EW
AL
K S
TA
IR
A
DD
IT
IO
N; T
RA
NS
FO
RM
ER
L
OC
AT
IO
NS
06
/2
8/1
9
S13
TREE GRATE PER CITY OF KETCHUM STANDARDS
SK
SA
DD
T
RE
E G
RA
TE
S0
9/1
7/1
9
SK
SR
EM
OV
E S
TR
EE
T T
RE
ES
10
/0
7/1
9
SK
SA
DD
A
CC
ES
S E
AS
EM
EN
T, H
EA
TE
D S
ID
EW
AL
K1
0/1
5/1
9
P:\sdskproj\7674\dw
g\C
onstruction\7674_E
NG
B
AS
E-K
ET
CH
II.dw
g 10/15/19 9:22:18 A
M
SK
S
PR
OJE
CT
IN
FO
RM
AT
IO
N
SK
S/F
RM
DE
SIG
NE
D B
Y
DR
AW
N B
Y
CH
EC
KE
D B
Y
Civil E
ngineers &
Land S
urveyors
NO
RE
US
E O
F D
RA
WIN
GS
These draw
ings, or any portion thereof,
shall not be used on any P
roject or
extensions of this P
roject except by
agreem
ent in w
riting w
ith G
alena
Engineering, Inc..
GA
LE
NA
E
NG
IN
EE
RIN
G, IN
C.
31
7 N
. R
ive
r S
tre
et
Ha
ile
y, Id
ah
o 8
33
33
(2
08
) 7
88
-1
70
5
(2
08
) 7
88
-4
61
2 fa
x
em
ail g
ale
na
@g
ale
na
-e
ng
in
ee
rin
g.co
m
DA
TE
BY
RE
VIS
IO
NS
C2
A S
IT
E G
RA
DIN
G, D
RA
IN
AG
E A
ND
U
TILIT
Y P
LA
N F
OR
:
KE
TC
H II P
DX
LO
CA
TE
D W
IT
HIN
S
EC
TIO
N 13, T
.4 N
., R
.17 E
., B
.M
., C
IT
Y O
F H
AILE
Y, B
LA
IN
E C
OU
NT
Y, ID
AH
O
PR
EP
AR
ED
F
OR
W
DC
P
RO
PE
RT
IE
S
ZONE 1
THE TERM "LINE" APPLIES TO BOTH MAIN LINES AND SERVICE LINES
10 FT.*
6 FT.*
NO
N-P
OT
AB
LE
L
IN
E
WA
TE
R LIN
E
ZONE 3
.* DISTANCES ARE HORIZONTAL
ZONE 1 ZONE 2
HORIZONTAL SEPARATION REQUIREMENTS
ZONE 1: A) NO SPECIAL REQUIREMENTS.
ZONE 2: A) NO SPECIAL REQUIREMENTS FOR POTABLE OR NON-POTABLE
SERVICES
B) WATER AND NPWL SEPARATED BY AT LEAST 6 FEET AT
OUTSIDE WALLS.
AND
C) WATER AT LEAST 18 INCHES HIGHER IN ELEVATION THAN THE
NPWL.
AND EITHER
D) NPWL CONSTRUCTED TO POTABLE WATER MAIN STANDARDS
AND PRESSURE TESTED FOR WATER TIGHTNESS.
OR
E) SITE SPECIFIC REQUIREMENTS APPROVED BY DEQ.
ZONE 3: NOT ALLOWED WITHOUT DEQ WAIVER.
NOTE: SANITARY SEWER FORCE MAINS MUST HAVE MIN. 10' HORIZONTAL
SEPARATION AND 18" VERTICAL SEPARATION. ZONE 2 AND ZONE 3
PLACEMENTS ARE NOT ALLOWED WITHOUT A WAIVER GRANTED BY DEQ.
ZONE 1: A) WATER AND NPWL MUST BE SEPARATED BY AT LEAST 18"
AND
B) ONE FULL, UNCUT LENGTH OF BOTH PWL AND NPWL PIPE MUST BE
CENTERED ON THE CROSSING SO THAT THE JOINTS ARE AS
FAR AS POSSIBLE FROM THE CROSSING.
ZONE 2: A) ONE FULL, UNCUT LENGTH OF BOTH PWL AND NPWL PIPE MUST BE
CENTERED ON THE CROSSING SO THAT THE JOINTS ARE AS
FAR AS POSSIBLE FROM THE CROSSING.
AND EITHER
B) NPWL MUST BE CONSTRUCTED TO WATER MAIN
STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS
FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF
CROSSING.
OR
C) EITHER THE NPWL OR WATER LINE OR BOTH MUST BE ENCASED WITH
A SLEEVEING MATERIAL ACCEPTABLE TO DEQ FOR A HORIZONTAL
DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING.
ZONE 3: SAME REQUIREMENTS AS ZONE 2 EXCEPT THE NPWL MUST
ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT
SETTLING.
ZONE 4: SAME REQUIREMENTS AS ZONE 1 EXCEPT THE THE NPWL MUST ALSO
BE SUPPORTED ABOVE THE CROSSING TO PREVENT SETTLING.
VERTICAL SEPARATION REQUIREMENTS
WATER LINE
NON-POTABLE
WATER LINE
18"
18"
WATER LINE
ZO
NE
2
ZO
NE
3
ZO
NE
4
ZO
NE
1
6
COMPACTED SUBGRADE
3" ASPHALT
4" OF 3/4" MINUS AGGREGATE
6" OF 2" MINUS GRAVEL SUBBASE COURSE
SLOPE VARIES
N.T.S.
8
NOTE: ASPHALT THICKNESS PER THIS DETAIL OR MATCH EXISTING,
WHICHEVER IS GREATER.
N.T.S.
TYPICAL TRENCH SECTION
5
N.T.S.
Min
.
1"R
1"
1'-6"6"
2'-0" CURB
1"
12"
6"
3.5"R
5.7
5"
4"
0.5"R
1'-0
1
/2
"
6"
0.5"R
2"
1 32
A
PLAN
SECTION A-A
CAST IRON
SECTION B-B
RING & COVER
SIDE
B
A
B
10
2
1
3
4
5
6
7
8
8
9
11
9 1/2"
1/16" CLEARANCE
9"
1"
3/4"
21"
10"
8"
1 1/2"
6"
11
9
12"
4"
12"
6"
6"
4"
4 - 1" DIA. HOLES ON 3 1/2" RADIUS.
6" PVC PIPE CAP (SPEARS FIPT CAP OR APPROVED
EQUAL)
CARSON 6" ROUND BOX VALVE BOX WITH LID
FIBER JOINT MATERIAL.
PVC ASTM D3034.
45° BENDS.
"Y" FITTINGS.
EXISTING OR NEW PIPE.
TYPE 1 BEDDING MATERIAL.
MISSION COUPLER OR APPROVED SUBSTITUTION.
UNDISTURBED MATERIAL.
LEGEND
1
2
3
4
5
6
7
11
8
9
10
6"
4"
6"
VARIES
6" (MIN)
4" TRAFFIC RATED CLEAN-OUT
N.T.S.
7
N.T.S.
6" P
IPE
FR
O
M
CA
TC
H B
AS
IN
RING & INLET GRATE
GRADE RING
3
0
"
D
I
A
CAST IRON RING & GRATE
ASPHALT SECTION
"X" MIN."X" MIN.
CLEAN SAND
AND GRAVEL
VARIESVARIES
SUBGRADE
GRADE RINGS 2" MIN
OR CMP
24" DIAMETER ADS N-12
24"
1" DIAMETER
PERFORATIONS 4" O.C.
12"
12"
6" MIN.
BOTTOM
OR APPROVED EQUAL
WRAP MIRAFI 140N
4oz. FILTER FABRIC
ON ALL SIDES, TOP, &
4"
"Y
"
NOTE: THE BED SHALL BE EXCAVATED A MINIMUM OF 24" INTO CLEAN
SAND AND GRAVEL. MAXIMUM DEPTH SHALL NOT EXCEED 12 FEET.
IF CLEAN SAND AND GRAVEL IS NOT ENCOUNTERED WITHIN 12
FEET, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER.
2" WASHED ROCK
DRYWELL DETAIL
9
STANDARD CAST IRON RING
& ROUND 24" SOLID LID
GRADE RING
VARIES
CURB INLET
3
0
"
D
I
A
HEAD
CATCHBASIN
SIDE OPENING
STATE STD. SIZE
"A" FRAME w/o
"A" GRATE
STATE STD. SIZE
7"
3
'
-
3
"
3
'
-
3
"
18" DIA
TYP
3 1/2"
3 1/2"
37" DIA
1'-10"
2'-1 1/2"
1 1/2"
TYP
SECTION "X"-"X"
PLAN VIEW
TYP
SECTION "Y"-"Y"
"X"
"X"
CATCH BASIN
INLET BOX
KNOCKOUTS
18" DIA (TYP)
1'-10"
1'-0 1/2"
20" DIA
AMCOR CB100 OR EQUIVALENT
N.T.S.
30" DIAMETER CATCH BASIN
TRAFFIC RATED
"Y"
"Y"
"
X
"
"
X
"
10
2
.0
%
7'
10' 10'
C
L
3" OF ASPHALT
4" OF TYPE I CRUSHED AGGREGATE
COMPACTED SUBGRADE TO 95% OF STANDARD PROCTOR
N.T.S.
ALLEY TYPICAL SECTION
4
6
"
V
E
R
T
I
C
A
L
C
U
R
B
&
G
U
T
T
E
R
Z
E
R
O
R
E
V
E
A
L
C
U
R
B
&
G
U
T
T
E
R
ISOMETRIC VIEW
ZERO REVEAL CURB & GUTTER
F
L
O
W
L
I
N
E
6
'
-
0
"
T
R
A
N
I
S
T
I
O
N
S
E
C
T
I
O
N
N.T.S.
TYPICAL CURB TRANSITION DETAIL
2"
0.5"R
6"
8"
4"
1"
6"
2'-0" CURB
10" 14"
1"
Min.
COMPACT SUBGRADE TO 95% STANDARD PROCTOR
MA
X. 5%
4"_OF_3/4"_MINUS_AGGREGATE_LEVELING_COURSE
6"_OF_2"_MINUS_AGGREGATE_BASE_COURSE
11
DRYWELL ID "X" "Y"
DRYWELL "A"
(PUBLIC)
3' 10'
DRYWELL "B"
(ONSITE)
2' 8'
2
.0
%
A
LLE
Y E
DG
E O
F
RIG
HT
-O
F-W
AY
A
LLE
Y E
DG
E O
F
RIG
HT
-O
F-W
AY
GRADE TO MATCH EX, MAX. SLOPE 2:1
OR WALL BY OTHERS PER PLANS
"A" "B"
Class "30" Concrete
Ground Line Flush w/concrete
NOTES:
SIGN POST INSTALLATION DETAIL
WITH ONE PIECE ANCHOR POST
FOR USE IN CONCRETE SIDEWALKS
1'-8"
N.T.S.
Sign post provided and installed
by City of Ketchum
Sign Base provided by City of Ketchum
1. Anchor sleeves shall be installed so that the holes will align and the top be
flush with the sign post anchor.
2. All installations shall have 8" square concrete foundations or grouted into
solid rock.
N.T.S.
12
SIGN POST INSTALLATION
IN CONCRETE SIDEWALK
SK
SIS
SU
E F
OR
R
EV
IS
ED
B
UIL
DIN
G P
ER
MIT
S
UB
MIT
TA
L0
4/2
9/1
9
SK
SIS
SU
E F
OR
R
EV
IS
ED
B
UIL
DIN
G P
ER
MIT
S
UB
MIT
TA
L0
5/2
2/1
9
SK
SM
IN
OR
G
RA
DE
C
HA
NG
E A
ND
A
DD
S
TR
EE
T L
IG
HT
06
/1
0/1
9
SK
SR
EM
OV
E S
TR
EE
T T
RE
ES
10
/0
7/1
9
Min
.
VARIES
2'-0" CURB
4"
VARIES
VARIES
V
A
R
IE
S
6"
6"
NOTES:
1. STUB CONNECTION TO HEAT SOURCE PER PLUMBER.
2. INSTALL INSULATION PER PLUMBER.
3. HEATING TUBING SHALL BE AIR PRESSURE TESTED TO 60 PSI FOR A DURATION OF 15 MINUTES. THE PRESSURE
GAGE SHALL REMAIN CONNECTED UNTIL THE CONCRETE IS POURED TO ENSURE THE PIPING HAS NOT BEEN
DAMAGED DURING CONSTRUCTION.
4. INSTALL SCORE JOINTS AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING IN BOTH THE
LONGITUDINAL AND TRANSVERSE DIRECTION FOR SIDEWALK GREATER THAN 5 FEET IN WIDTH.
5. 1/2'" TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERMINUS POINTS FOR CURVE AND WHERE SIDEWALK
IS PLACED BETWEEN TWO PERMANENT FOUNDATIONS OR ADJACENT TO THE STRUCTURE, PLACE
1
2
" EXPANSION
JOINT MATERIAL ALONG THE BACK OF WALK THE FULL LENGTH.
6. SIDEWALK CONSTRUCTION JOINTS SHALL BE CONSTRUCTED APPROXIMATELY
1
8
" WIDE,
3
4
" IN DEPTH AND FINISHED
AND EDGED SMOOTH. A PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED EVERY 40' FOR NEW SIDEWALK
CONSTRUCTION.
VARIES, SEE PLAN
6"
V
A
R
IE
S
VARIES, SEE PLAN ( S= 1.75% ± 0.25%, 2.0 MAX.)
NOTES:
1. STUB CONNECTION TO HEAT SOURCE PER PLUMBER.
2. INSTALL INSULATION PER PLUMBER.
3. HEATING TUBING SHALL BE AIR PRESSURE TESTED TO 60 PSI FOR A DURATION OF 15 MINUTES.
THE PRESSURE GAGE SHALL REMAIN CONNECTED UNTIL THE CONCRETE IS POURED TO ENSURE
THE PIPING HAS NOT BEEN DAMAGED DURING CONSTRUCTION.
4. INSTALL SCORE JOINTS AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET
SPACING IN BOTH THE LONGITUDINAL AND TRANSVERSE DIRECTION FOR SIDEWALK GREATER
THAN 5 FEET IN WIDTH.
5. 1/2'" TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERMINUS POINTS FOR CURVE AND
WHERE SIDEWALK IS PLACED BETWEEN TWO PERMANENT FOUNDATIONS OR ADJACENT TO THE
STRUCTURE, PLACE
1
2
" EXPANSION JOINT MATERIAL ALONG THE BACK OF WALK THE FULL LENGTH.
6. SIDEWALK CONSTRUCTION JOINTS SHALL BE CONSTRUCTED APPROXIMATELY
1
8
" WIDE,
3
4
" IN DEPTH
AND FINISHED AND EDGED SMOOTH. A PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED
EVERY 40' FOR NEW SIDEWALK CONSTRUCTION.
SK
SA
DD
A
CC
ES
S E
AS
EM
EN
T, H
EA
TE
D S
ID
EW
AL
K1
0/1
5/1
9