HomeMy WebLinkAboutRiver Bluff_FP_FullApplicationPacketCity of Caldwell
Planning and Zoning Department
MASTER LAND USE APPLICATION
205 S. 6th Avenue, 2nd Floor • Caldwell, Idaho 83605 • Phone: (208) 455-3021
Email: PZ@cityofcaldwell.org • Website: www.cityofcaldwell.org
This Master Land Use Application and specific land use checklists must be completed, with all required
supplemental documents provided and fees paid, for an application to be considered complete and accepted.
Once accepted, all applications go through a pre-screening prior to being routed for the initial review.
Failure to submit all requested items (in legible form) may delay the processing of your application. Additional
information may be required during pre-screening or after the review of your proposal.
Please note that any land use action below marked with an asterisk (*) will require public hearing. Land use
actions below marked with two asterisks (**) may require public hearing.
APPLICATION REQUESTS
Note: Please check all specific land uses actions below that you are applying for
☐ Accessory Dwelling Unit (ADU)
☐ Administrative Determination
☐ *Annexation w/ Zoning
☐ Business Permit (Business License)
☐ *Certificate of Appropriateness
☐ *Comprehensive Plan Amendment
☐ *Deannexation
☐ Design Review
☐ Development Agreement
☐ *New
☐ **Modification
☐ *Termination
☐ Home Occupation Permit
☐ New
☐ Renewal
☐ Lot Line Adjustment
☐ Lot Split
☐ Administrative
☐ Simple
☐ Mobile Home Park
☐ Outdoor Dining Permit
☐ Parcel Consolidation
☐ Planned Unit Development (PUD)
☐ *New
☐ **Modification
☐ Public Art / Murals
☐ *Rezone (Zoning Map Amendment)
☐ Signs1
☐ Site Plan / Landscape Plan Review2
☐ Special Use Permit (SUP)
☐ *New
☐ **Modification
☐ Time Extension
☐ Subdivision Plats
☐ *Preliminary Plat
☐ Final Plat
☐ *Short Plat (Regular)
☐ *Short Plat (Condo)
☐ **Plat Modification3
☐ *Replat
☐ Time Extension
☐ Renewal
☐ Temporary Use Permit
☐ New ☐ Renewal
☐ Mobile Food Unit
☐ Temporary Use Facility
☐ Transient Merchant Facility
☐ Traffic Impact Study Review
☐ *Variance
☐ *Zoning Text Amendment
1Freestanding, post/pole, or monument signs less than 6’ in height. All other signs must be submitted through the building department.
2 Used when not associated with other land use applications or construction drawing submissions.
3 Replats are not considered plat modifications.
City of Caldwell
Planning and Zoning Department
MASTER LAND USE APPLICATION
205 S. 6th Avenue, 2nd Floor • Caldwell, Idaho 83605 • Phone: (208) 455-3021
Email: PZ@cityofcaldwell.org • Website: www.cityofcaldwell.org
PROJECT and SITE/PROPERTY INFORMATION
Project or Business Name:
Site Address (s):
Suite #:
Parcel #(s):
Total Acres:
General Location of Site:
Current Zoning of Parcel(s):
(check all that apply)
☐ RS-1 ☐ RS-2 ☐ R-1 ☐ R-2 ☐ R-3 ☐ C-1 ☐ C-2 ☐ C-3 ☐ C-4 ☒ C-C
☐ M-1 ☐ M-2 ☐ I-P ☐ A-D ☐ C-D ☐ H-D ☐ P-D ☐ T-N ☐ H-C
☐ County Zone: ______________________________
Overlay Districts:
(if applicable)
☐ APO-1 ☐ APO-2 ☐ HD-1 ☐ City Center Indian Creek Corridor
☐ City Center Local Historic Area ☐ None
Is Parcel(s) in Floodplain: ☐ Yes ☐ No
Description of Proposed Project / Request:
City of Caldwell
Planning and Zoning Department
MASTER LAND USE APPLICATION
205 S. 6th Avenue, 2nd Floor • Caldwell, Idaho 83605 • Phone: (208) 455-3021
Email: PZ@cityofcaldwell.org • Website: www.cityofcaldwell.org
APPLICANT INFORMATION:
Name:
Company Name (if applicable):
☐ Owner ☐ Authorized Agent ☐ Purchaser
Mailing Address:
Phone:
Email:
PROPERTY OWNERS’ INFORMATION
(If an LLC, please provide documentation of being an authorized signer)
Name:
Mailing Address:
Phone:
Email:
DESIGNATED CONTACT PERSON
(Who will receive and disseminate all correspondence from the city)
Same as:
☐ Applicant ☐ Property Owner ☐ Other
Name:
Company Name (if applicable):
Mailing Address:
Phone:
Email:
City of Caldwell
Planning and Zoning Department
MASTER LAND USE APPLICATION
205 S. 6th Avenue, 2nd Floor • Caldwell, Idaho 83605 • Phone: (208) 455-3021
Email: PZ@cityofcaldwell.org • Website: www.cityofcaldwell.org
CONTRACTOR / DEVELOPER INFORMATION
Name:
Company Name (if applicable):
Mailing Address:
Phone:
Email:
ARCHITECT INFORMATION
Name:
Company Name (if applicable):
Mailing Address:
Phone:
Email:
ENGINEER INFORMATION
Name:
Mailing Address:
Phone:
Email:
LANDSCAPE ARCHITECT INFORMATION
Name:
Company Name (if applicable):
Mailing Address:
Phone:
Email:
City of Caldwell
Planning and Zoning Department
MASTER LAND USE APPLICATION
205 S. 6th Avenue, 2nd Floor • Caldwell, Idaho 83605 • Phone: (208) 455-3021
Email: PZ@cityofcaldwell.org • Website: www.cityofcaldwell.org
ACKNOWLEDGEMENTS
☐ By signing this application, I authorize employees/agents of the City to enter onto the property that is
the subject of this application during regular business hours. The sole purpose of entry is to make an
examination of the property that is necessary to process this application.
☐ I certify that I am the owner of this property or the owner’s authorized agent. If acting as an authorized
agent, I further certify that I have full power and authority to file this application and to perform, on
behalf of the owner, all acts required to enable the jurisdiction to process and review such an
application. I will comply with all provisions of the law and ordinance governing this type of application.
☐ I certify that the information furnished by me as part of this application is true and correct to the best of
my knowledge.
I am the: ☐ Owner ☐ Authorized Agent
Applicant Signature: _________________________________________________ Date: ________________
Printed Name: _______________________________________________________
City of Caldwell
Planning and Zoning Department
MASTER LAND USE APPLICATION
205 S. 6th Avenue, 2nd Floor • Caldwell, Idaho 83605 • Phone: (208) 455-3021
Email: PZ@cityofcaldwell.org • Website: www.cityofcaldwell.org
Online Application Submittal Instructions
The City of Caldwell Planning and Zoning Department utilizes an online application portal for submission of all
applications, documents, plans, and payment of fees.
Step 1:
• Log in or create an account in Citizenserve (Citizenserve Users Guide)
• Select your permit and/or application type and enter in all required information.
Step 2
• Pay fees online via Citizenserve. You will receive an email from Citizenserve directing you to make a
payment once staff have reviewed your application.
Drawing Submittal Instructions:
1. All plan sheets must be uploaded in PDF format only (no CAD, JPEG, TIFF, PNG, etc.)
2. All plan sheets must be to scale.
3. All plan sheets must be uploaded to Citizenserve.
1. All applications, checklists, calculations, reports, drawings, plans, and other supporting documents must
be uploaded as single-sided pdf’s and must be legible and in a high-definition format.
City of Caldwell
INVOICE
Permit #: SUB24-000030
Address: 0 LINCOLN RD
Fee Account Code Amount
Final Plat - P&Z Fee 10180 1,438.00
Final Plat - P&Z Fee ($20 / Unit and $20 / Common Lot)10180 480.00
Final Plat - Engineering Fee 12512 275.10
Final Plat - Engineering Fee ($5.99 /lot)12512 143.76
Final Plat - Fire Fee 22025 150.15
TOTAL 2,487.01
PO Box 3304
Nampa, ID 83653
Phone: (208) 466-3331
Fax: (208) 466-5717
June 7, 2024
ATTN: CITY OF CALDWELL
RE: SUB24-000030 (RIVERBLUFF SUBDIVISION)
We are writing to request approval of the Final Plat for project SUB24-000030, the River Bluff
Subdivision. The subdivision will have 21 single family residential lots.
S89°43'16"E - 2651.77'S00°16'44"W - 878.21'EPEPEP
N70°13'47"W
18.33'
S89°40'19"E
53.00'S70°5
6
'
4
8
"
E
105.6
3
'
1325.89'S00°00'00"E - 505.48'N90°00'00"E - 317.50'N81°33'16"E
86.20'
N89°47'26"W - 564.27'S00°16'47"W - 844.09'N89°43'16"W
88.29'S00°11'34"W - 346.39'S89°49'12"E - 1329.90'N00°06'18"E - 1319.45'1325.88'
PRELIMINARY PLAT OF
208-465-5687SURVEYING847 PARKCENTRE WAY, SUITE 3, NAMPA, IdAhO 83651TIMBERLINE1" = 60'1 OF 3
SCALE:ShEET NUMBER:dELIVERYCAd FILE:ChECKEddESIGNEdJOB NUMBER:CLIENT:dRAWNOWNER/dEVELOPER:dESCRIPTIONBYdATEREVISIONS NO.BY:BY:BY:dATE:dAAdAAMUSSELL CONSTRUCTION21038RIVER BLUFF SUBdIVISIONKhC8/3/2021RIVER BLUFF SUBdIVISIONCALdWELL, IdAhOMUSSELL CONSTRUCTIONP.O. BOX 3304NAMPA, Id 83653 CONTACT: MIKE (208)-466-3331PRELIMINARY PLATFORRIVER BLUFF SUBdIVISIONRIVER BLUFF SUBdIVISION
RECORd dATA
NARRATIVE:
THIS SURVEY WAS MADE AT THE REQUEST OF PERSON PAYING THE BILL
HERE TO ESTABLISH THE BOUNDARY AS SHOWN.
ROS INST. No. 1988018382
ROS INST. No. 1992019876
ROS INST. No. 2006069141
ROS INST. No. 2019041160
ROS INST. No. 2019028330
ROS INST. No. 2021015796
WARRANTY DEED INST. No. 2019054124
SE SEC. COR.
5/8" REBAR
CP&F #1997003712
S 1/4 COR.
5/8" REBAR
CP&F #1988010478 E 1/16 S COR.
5/8" REBAR
CP&F #2004012488
CS 1/16 COR.
BRASS CAP SE 1/16 COR.
5/8" REBAR
1.A PRESSURE IRRIGATION SYSTEM SHALL BE PROVIDED PER IDAHO CODE SECTION 31-3805.
2.BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN
COMPLIANCE WITH THE CITY OF CALDWELL STANDARDS FOR THE APPLICABLE ZONE.
3.THE SEWER SYSTEM SHALL BE AN EXTENSION OF THE CITY OF CALDWELL MUNICIPAL SEWER
SYSTEM.
4.THE WATER SYSTEM SERVING ALL LOTS OF THE SUBDIVISION SHALL BE AN EXTENSION OF THE
CITY OF CALDWELL MUNICIPAL WATER SYSTEM.
5.A PERMANENT EASEMENT FOR PUBLIC UTILITIES, DRAINAGE AND IRRIGATION IS HEREBY
DESIGNATED AS FOLLOWS, UNLESS OTHERWISE DIMENSIONED
a) 10' ALONG ALL PUBLIC ROADS AND SUBDIVISION BOUNDARY
b) 5' ALONG EACH SIDE OF INTERIOR LOT LINES
IF ANY LOT LINES ARE ADJUSTED, THE EASEMENT SHALL ALSO BE ADJUSTED ACCORDINGLY,
PROVIDING THAT THE FACILITIES HAVE NOT BEEN INSTALLED WITHIN THE EASEMENT.
6.THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT,
WHICH STATES "AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF NOT A
NUISANCE -- EXCEPTION. NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION
THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR
ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR
MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT
THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY
WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF".
7.IRRIGATION WATER HAS BEEN PROVIDED FROM FRANKLIN DITCH COMPANY, IN COMPLIANCE
WITH IDAHO CODE 31-3805. THE LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO
IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE FRANKLIN
DITCH COMPANY.
8.THE CITY OF CALDWELL SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL PUBLIC SEWER,
PRESSURE IRRIGATION AND WATER MAINS WITH IN THIS SUBDIVISION. THE CITY OF CALDWELL
IS ALSO RESPONSIBLE FOR WATER SERVICE TO METERS.
9.EXISTING ZONING OF SUBJECT PROPERTY IS R-1 LOW DENSITY RESIDENTIAL.
10.LOT 12 IS DESIGNATED AS A COMMON LOT.
11.LOT 18 IS A IRRIGATION LOT AND IS TO BE DEDICATED TO THE CITY OF CALDWELL.
12.A PORTION OF LOT 11 IS COVERED BY AN EMERGENCY INGRESS/EGRESS EASEMENT
13.STORM DRAINAGE FACILITIES OUTSIDE THE PUBLIC RIGHT OF WAY OR EASEMENT SHALL BE
THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION ON WHICH THE STORM DRAINAGE
FACILITY IS CONSTRUCTED. RESPONSIBILITY FOR STORM DRAINAGE FACILITIES INCLUDES ALL
MAINTENANCE BOTH ROUTINE AND NON-ROUTINE. ALL MUNICIPAL SURFACE DRAINAGE WILL BE
RETAINED ON SITE.
14.ANY RE-SUBMISSION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING
REGULATIONS IN EFFECT AT THAT TIME.
15.SUBDIVISION HAS A TOTAL OF 23 LOTS 1 BLOCK INCLUDING ROADS TO BE DEDICATED, TOTAL
AREA EQUALS 6.19 ACRES.
16.LOT 12 & 18 SHALL BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION AND IS
SUBJECT TO A INGRESS/EGRESS, DRAINAGE AND UTILITIES EASEMENT.
17.RIVER BLUFF ROAD AND RIVERVIEW ROAD ARE TO BE DEDICATED, TOTAL AREA EQUALS 1.52
ACRES.
NOTES:
SHEET 3
SHEET 2
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 13LOT 14LOT 15LOT 16LOT 17
LOT 18
LOT 19 LOT 20
LOT 21 LOT 22 LOT 23
LOT 12
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
L I N C O L N R O A D ( P U B L I C ) BASIS OF BEARING
R3479600000
KIP & KATHY
WATSON
3011 LINCOLN RD
CALDWELL, ID 83605
R3511801000
CITY OF CALDWELL
0 MARBLE FRONT RD
CALDWELL, ID 83605
R3479501000
LOREN L HONSTEAD
3213 LINCOLN RD
CALDWELL, ID 83605
R3479200000
ESTATE OF CHARLES S PAYNTER
JR & NORMA A PAYNTER
0 LINCOLN RD
CALDWELL, ID 83605
R3479700000
BRAD TABOR
2919 LINCOLN RD
CALDWELL, ID 83605
R3479701000
2919 LINCOLN ROAD LLC
0 LINCOLN RD
CALDWELL, ID 83605
LINCOLN RD.
MAKRANA ST.SUNCREST LN.PROJECT LOCATION
VICINITY MAP
SCALE 1" = 500'
R3479501100
MOSAICS PUBLIC
SCHOOL INC
3121 LINCOLN RD
CALDWELL, ID 83605
M A S O N V I E W P L A C E ( P U B L I C )BASIS OF BEARING:
THE SOUTH LINE OF THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 4 NORTH,
RANGE 3 WEST, BOISE MERIDIAN, TAKEN AS SOUTH 89°43'16" EAST AND
DISTANCE BETWEEN MONUMENTS FOUND TO BE 2651.77 FEET.
SET 5/8" REBAR W/ CAP "KHC PLS 9895"
SET 1/2" REBAR W/ CAP "KHC PLS 9895"
FOUND 1/2" REBAR AS NOTED
LEGENd
1/4 COR. MONUMENT AS NOTED
1/16 COR. MONUMENT AS NOTED
SECTION COR. MONUMENT AS NOTED
LOT LINE
RIGHT-OF-WAY LINE
EASEMENT LINE
SECTION LINE
BOUNDARY LINE
TIE LINE
FOUND 5/8" REBAR AS NOTED
P.O.B.POINT OF BEGINNING
ADJOINER LINE
R I V E R B L U F F C O U R T ( P U B L I C )SEE NOTE 11
SEE
NOTE 12
P.O.B.ROAd NAME ChANGEBY8-19-20211
PP
PPXXXXXXXXXXXXXXXXXXXXXXXXXXXELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELEC ELEC ELECS00°16'44"W - 878.21'FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FL
FL FL FL FL FLLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIP
LI
P
CON CON CON
CON CONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
Sss
ss IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRSSSW
WW
SSSWW
SSSWW
SSSIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR
CONCONCONCONCONCONC
O
N
CONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCONCON
LIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPFL FL FL
FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIPLIP LIPCONCON PIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIRR
PIRR
PIRR
EPEPEPEPEPEPEPEP
N89°43'16"W - 88.29'S00°00'00"E - 505.48'S00°16'47"W - 844.09'S70°
5
6
'
4
8
"
E
105.6
3
'
SSSSSS
SS
SS
SS
W
WW
SSSSSS
WW
WW
SSSSSS
SSSSSS
S00°00'00"E - 793.84'N90°00'00"E - 105.98'
N90°00'00"E - 106.35'
N90°00'00"E - 106.72'
N90°00'00"E - 107.09'
N90°00'00"E - 107.45'83.98'90.62'75.40'75.40'75.20'75.20'74.90'74.90'74.70'74.70'74.40'74.40'N89°43'16"W
88.29'
N70°13'47"W
18.33'
S89°40'19"E
53.00'S00°00'00"E - 505.48'S00°00'00"E - 830.01'36.32'640.03'MTRMTRMTR26.50'26.50'
2402
2404
2406
2406
26.50'26.50'
N89°43'16"W
88.29'
FOUND 1/2" REBAR "AS NOTED"
FOUND 5/8" REBAR "AS NOTED"
SET 5/8" REBAR " KHC PLS 9895"
SET 1/2" REBAR " KHC PLS 9895"
CATCH BASIN
CHISELED "X"
GAS MARKER
PIPE INVERT
POINT OF BEGINNING
POWER POLE
SANITARY SEWER MANHOLE
TELEPHONE BOX
WATER VALVE
PROPOSED CATCH BASIN
PROPOSED FIRE HYDRANT
PROPOSED PRESSURE IRRIGATION VALVE
PROPOSED SANITARY SEWER MANHOLE
PROPOSED SAND & GREASE TRAP
PROPOSED WATER METER
PROPOSED WATER VALVE
BOUNDARY LINE
EASEMENT LINE
LOT LINE
RIGHT-OF-WAY LINE
TIE LINE
CENTERLINE
CONCRETE LINE
EDGE OF PAVEMENT
FENCE
FLOW LINE
LIP OF GUTTER
SIDEWALK
TOE OF SLOPE
TOP OF BANK
PROPOSED PRESSURE IRRIGATION LINE
PROPOSED SET BACK LINE
PROPOSED SANITARY SEWER LINE
PROPOSED STORM DRAIN LINE
PROPOSED WATER LINE
LEGENd GASPP
INV.
CON CON CON
EP EP EP
X X
LIP LIP LIP
FL FL FL
WV
TELE
SS
TOP TOP TOP
P.O.B.
SD SD SD
W W W
MTR
SS SS SS
TOE TOE TOE
PIRR PIRR PIRR
ss
PRELIMINARY PLAT OF
208-465-5687SURVEYING847 PARKCENTRE WAY, SUITE 3, NAMPA, IdAhO 83651TIMBERLINE1" = 30'2 OF 3
SCALE:ShEET NUMBER:dELIVERYCAd FILE:ChECKEddESIGNEdJOB NUMBER:CLIENT:dRAWNOWNER/dEVELOPER:dESCRIPTIONBYdATEREVISIONS NO.BY:BY:BY:dATE:dAAdAAMUSSELL CONSTRUCTION21038RIVER BLUFF SUBdIVISIONKhC8/3/2021RIVER BLUFF SUBdIVISIONCALdWELL, IdAhOMUSSELL CONSTRUCTIONP.O. BOX 3304NAMPA, Id 83653 CONTACT: MIKE (208)-466-3331TOPOGRAPhIC/BOUNdARYSURVEY FORRIVER BLUFF SUBdIVISIONRIVER BLUFF SUBdIVISION
LOT 1
9,504 sq.ft.
0.22 ac.
LOT 2
8,005 sq.ft.
0.18 ac.
LOT 3
8,012 sq.ft.
0.18 ac.
LOT 4
8,007 sq.ft.
0.18 ac.
LOT 5
8,013 sq.ft.
0.18 ac.
LOT 6
8,008 sq.ft.
0.18 ac.
SHEET 3
SHEET 2
L I N C O L N R O A D ( P U B L I C ) M A S O N V I E W P L A C E ( P U B L I C )E 1/16 S COR.
5/8" REBAR
CP&F #2004012488
P.O.B.ROAd NAME ChANGEBY8-19-20211
TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE
TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP
X
XXX
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
XXXXXXXXXXXXXXXXXXXXX2390
24
0
0
2384
2386
2388
2392
2394
23
9
6
23
9
8
240
2
S89°47'26"E - 564.27'FLFLFLFLLIPLIPLIPLIPCONCONCONCONWWWWWSSSSSSSSSSSSss
W W W W W W W W W W W W W W W W
CONCONCONCONFLFLFLFLLIPLIPLIPLIPSD SDWWPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPI
PIPIPISDSDSDSDSD SSSSSSSSSSSSSSSSSSSSSSSSSSSD SDSD
WWWWWWWWWWWWWWWWWWWW
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ssss
W W W W W W W W W W W W W W W W W W W W W W
PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR
ssWss
N90°00'00"E - 317.50'N81°33'16"E
86.20'S00°11'34"W - 346.39'WWW
WW
WW
WW
W
W
W
SS
SS
SSSSSS
SSSSSS
SSSSSS
SSSSSS
WWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWW
COMMON LOT
N90°00'00"E - 392.31'
S89°59'58"E - 233.71'S00°11'34"W - 113.60'N45°05'31"E - 31.45'S
4
5
°
0
5
'
3
1
"
E
-
3
1
.
4
5
'
S89°59'58"E - 233.62'
N89°59'58"E - 36.35'
N90°00'00"E - 36.46'S00°00'51"E - 80.46'S00°00'00"E - 107.90'S00°00'00"E - 107.90'S00°00'00"E - 107.90'S00°00'00"E - 85.70'N00°00'00"E - 149.16'S00°00'00"E - 112.16'S00°00'00"E - 112.16'S00°00'00"W - 112.16'N00°00'45"E - 82.87'N90°00'00"E - 53.00'
N90°00'00"E - 107.81'
N90°00'00"E - 108.17'
N90°00'00"E - 108.65'
N90°00'00"E - 108.89'
N90°00'00"E - 109.25'
C1
C2
C
3C4 C5 C6
C7
81.43'79.88'72.00'72.00'87.00'
24.98'72.00'72.00'64.73'
S89°59'58"E - 342.26'
16.97'74.21'74.21'68.23'
9.50'26.85'122.13'50.00'174.27'74.10'73.90'73.60'73.50'40.16'26.50'26.50'15.00'89.96'78.07'
8.13'
78.58'74.21'74.21'90.50'74.10'73.90'73.60'73.50'83.77'S0°00'00"E505.48'S00°16'47"W - 844.09'44.20'N90°00'00"E - 317.50'N81°33'16"E
86.20'
N89°47'26"W - 564.27'153.66'S89°59'58"E - 342.26'
MTR
MTR MTR MTR MTR
MTRMTRMTRMTRMTRMTRMTRMTRMTRMTR2390
2400
2386
2388
2392
239
4
2396
2398
26.50'26.50'26.50'26.50'26.50'26.50'S00°00'00"E - 830.01'S00°00'00"E - 793.84'640.03'S00°11'34"W - 346.39'Curve Table
CURVE
C1
C2
C3
C4
C5
C6
C7
LENGTH
17.86'
61.14'
52.26'
51.83'
66.85'
46.41'
17.85'
RADIUS
19.50'
56.00'
56.00'
56.00'
56.00'
56.00'
19.50'
DELTA
52°27'52"
62°33'05"
53°28'06"
53°01'54"
68°23'43"
47°28'46"
52°27'43"
TANGENT
9.61'
34.02'
28.21'
27.94'
38.05'
24.63'
9.61'
CHORD
17.24'
58.15'
50.38'
50.00'
62.95'
45.09'
17.24'
BEARING
S63° 46' 06"W
N68° 48' 43"E
S53° 10' 42"E
S0° 04' 18"W
S60° 47' 07"W
N61° 16' 39"W
S63° 46' 07"E
FOUND 1/2" REBAR "AS NOTED"
FOUND 5/8" REBAR "AS NOTED"
SET 5/8" REBAR " KHC PLS 9895"
SET 1/2" REBAR " KHC PLS 9895"
CATCH BASIN
CHISELED "X"
GAS MARKER
PIPE INVERT
POINT OF BEGINNING
POWER POLE
SANITARY SEWER MANHOLE
TELEPHONE BOX
WATER VALVE
PROPOSED CATCH BASIN
PROPOSED FIRE HYDRANT
PROPOSED PRESSURE IRRIGATION VALVE
PROPOSED SANITARY SEWER MANHOLE
PROPOSED SAND & GREASE TRAP
PROPOSED WATER METER
PROPOSED WATER VALVE
BOUNDARY LINE
EASEMENT LINE
LOT LINE
RIGHT-OF-WAY LINE
TIE LINE
CENTERLINE
CONCRETE LINE
EDGE OF PAVEMENT
FENCE
FLOW LINE
LIP OF GUTTER
SIDEWALK
TOE OF SLOPE
TOP OF BANK
PROPOSED PRESSURE IRRIGATION LINE
PROPOSED SET BACK LINE
PROPOSED SANITARY SEWER LINE
PROPOSED STORM DRAIN LINE
PROPOSED WATER LINE
LEGENd GASPP
INV.
CON CON CON
EP EP EP
X X
LIP LIP LIP
FL FL FL
WV
TELE
SS
TOP TOP TOP
P.O.B.
SD SD SD
W W W
MTR
SS SS SS
TOE TOE TOE
PIRR PIRR PIRR
ss
PRELIMINARY PLAT OF 208-465-5687SURVEYING847 PARKCENTRE WAY, SUITE 3, NAMPA, IdAhO 83651TIMBERLINE1" = 30'3 OF 3
SCALE:ShEET NUMBER:dELIVERYCAd FILE:ChECKEddESIGNEdJOB NUMBER:CLIENT:dRAWNOWNER/dEVELOPER:dESCRIPTIONBYdATEREVISIONS NO.BY:BY:BY:dATE:dAAdAAMUSSELL CONSTRUCTION21038RIVER BLUFF SUBdIVISIONKhC8/3/2021RIVER BLUFF SUBdIVISIONCALdWELL, IdAhOMUSSELL CONSTRUCTIONP.O. BOX 3304NAMPA, Id 83653 CONTACT: MIKE (208)-466-3331PRELIMINARY PLATFORRIVER BLUFF SUBdIVISIONRIVER BLUFF SUBdIVISION
LOT 7
8,002 sq.ft.
0.18 ac.
LOT 8
8,007 sq.ft.
0.18 ac.
LOT 9
8,001 sq.ft.
0.18 ac.
LOT 10
8,017 sq.ft.
0.18 ac.
LOT 11
11,529sq.ft.
0.26 ac.
LOT 13
9,511 sq.ft.
0.22 ac.
LOT 14
8,076 sq.ft.
0.19 ac.
LOT 15
8,075 sq.ft.
0.19 ac.
LOT 16
8,051 sq.ft.
0.18 ac.
LOT 17
8,013 sq.ft.
0.18 ac.
LOT 18
1,622 sq.ft.
0.04 ac.
LOT 19
8,149 sq.ft.
0.19 ac.
LOT 20
8,015 sq.ft.
0.18 ac.
LOT 21
8,007 sq.ft.
0.18 ac.
LOT 22
8,007 sq.ft.
0.18 ac.
LOT 23
9,518 sq.ft.
0.22 ac.
LOT 12
25,156 sq.ft.
0.58 ac.
SEEPAGE BED
R I V E R B L U F F C O U R T ( P U B L I C )
SHEET 3
SHEET 2 M A S O N V I E W P L A C E ( P U B L I C )ROAd NAME ChANGEBY8-19-20211
TELETELEGASTRANS TRANS PP PPSSTOE TOETOE TOETOE TOP TOP TOP TOPTOPTOPTOPTOPTOPTOP TOP TOP TOPT
OP
TOP
TOP
TOETOETOETOETOETOE TOE TOE TOETOE
TOETTOP TOPTTOETOEXX XXXXXXX X TOETOE TOETOETOE TOETOE TOE TOETOETOETOETOE TOETOETOE TOE TOE TOE TOE
TOP
FL FL FL FL FL FL FL FL FL FLFLFL
TOE TOETOETOE TOETOETOE TOE TOETOETOETOPTOP TOPTOPTOPTOP TOP TOP TOPTOP TOPXXXX X X XX XX X XXXXXPEPEP EP EPEP EP EPEP EP EPEP EP EP EP EPEPEPEP EP EP EPEP EPEP EP EP EPEP EP EPEP EPXX X X X X XXX XX X X X X XXX X X X XWPOW POWPOW POW POW POW POW POW POW POW POW POWSS SSSSSSSS TOP TOP TOPTOP TOP TOP TOP TOP TOP TOPTOPTOPTOP TOPTOP TOP TOP TOP TOP TOP TOP TOPTOPSS MANHOLERIM ELEV = 2401.86IE S IN = 2386.87IE E OUT = 2386.82N89°43'16"W - 562.94'N00°11'34"E - 877.41'
S00°16'47"W - 878.09' S89°47'26"E - 564.27'EP EP EP
EP EP EP EP EP EP
PIRR PIRR PIRR PIRR PIRR
E
P
EPEPEPEP
ROW PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR WWWWWW W W W WWWW W W WW 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 WSS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS SS SSSSSS SS SS SS ssss ssSSSSSS SSWW W W W WW W W W W WSSSSSS PIRRPIRR PIRR PIRR PIRR PIRR PIRR ROW ROW ROW ROW ROW ROW ROW ROW PIRRPIRR PIRR
S
D
W W W WGIRR GIRR GIRR
ssEP EPEP EPEP EP SDSDSD SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSW W W W W W W W W W W W W
SSSSPIRR PIRR PIRR
ROW
ROW
ROWROW WM WM WM WM SSPIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRRPIRR PIRR
PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR ROWPI PI WM
PI
PIPI PI PI PI PI PI PI PIPI PI PI PI PIPI PI GIRRGIRR GIRR GIRR PIRRPIPIWWMWMPIRRPI PIssssssss PI WWWM WMWWWMWM WWM GIRRGIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR WWM
WWWM WM
WW WM WM SSSSWWWMWM WWM WWM
(SCALE IN FEET)
1:50 (22x34 FULL SIZE) 50 25 150500
UTILTIY PLAN
8" GATE VALVE (MJxMJ) W/ PLUG END OF
WATER LINE (NORTH SIDE OF TEE)
8" MJxFLG ADAPTER SOUTH SIDE OF TEE
131.0 LF OF 8" C900 WATER MAIN
8"x8"x8" TEE
(MJxMJxFLG)
122.6 LF OF 8"
C900 WATER MAIN
15.0 LF 6" C900
WATER LINE
272.0 LF OF 8" C900 WATER MAIN
FLG 90° ELBOW W/
THRUST BLOCK
FIRE HYDRANT
EXISTING MANHOLE REVISE RIM.
OLD RIM 2402.06
NEW RIM 2399.88
INV OUT EL (S) 2393.99
INV IN EL (N) 2394.09
CITY SUPP SPEC SS-501, SS-501A, & ISPWC
SD-507 STANDARD MANHOLE TYPE A.
RIM 2402.93
INV OUT EL 2396.82
STANDARD MANHOLE TYPE A
RIM EL 2399.43
INV IN EL (W) 2394.73
INV IN EL (N) 2394.39
INV OUT EL (S) 2394.29
145.9 LF - 8" SEWER MAIN PIPE -
ISPWC - SECTION 501 PART 2.2.
SLOPE 0.62%
337.5 LF - 8" SEWER MAIN PIPE - ISPWC -
SECTION 501 PART 2.2. SLOPE 0.62%44.6 LF - 8" SEWER MAIN PIPE -ISPWC - SECTION 501 PART 2.2.SLOPE 0.45%FIRE HYDRANT
14.0 LF 6" C900 WATER LINE
8"x8"x6" TEE (MJxMJxFLG)
6" GATE VALVE (FLGxMJ)
MASON VIEW PLACE RIVER BLUFF COURTSEWER SERVICES TO EXTEND
THROUGH THE FRONT LOT
LINE EASEMENT, TYP
8" GATE VALVE (MJxMJ)
8" GATE VALVE (MJxMJ)
70 LF 8" C900 WATER LINE
10.32'12.00'EXISTING SEWER SERVICE TO REMAINALL OTHER SEWER SERVICESNEW UNLESS LABELED EXEXISTING 2" WATER SERVICE TO REMAIN,OUTSIDE OF ROADWAY CUT LINE AND PLACEBRASS COMPRESSION FITTING TO REDUCE TO 1"ALL OTHER WATER SERVICES NEW UNLESS LABELED EX.34" - 1" WATER SERVICE WITH WATER METER PLACED WITHIN ROW AND OUTSIDE SIDEWALK PER STD DWG W-413EXISTING SEWER SERVICEEXISTING 2" WATER SERVICE TO REMAIN, BRASSCOMPRESSION FITTING TO REDUCE TO 1"EXISTING SEWER SERVICECITY SUPP SPEC SS-501A & ISPWC
SD-507.
BASE 1.33' (DEPTH)
FLAT LID 12" (DEPTH)
COLLAR 8" (DEPTH)
RIM 2398.36
INV OUT EL 2395.29249 LF 8" C900
WAT
E
R LI
N E
REFER TO WATER NOTES 3 FOR
WATER SERVICE CROSSING, TYP
REFER TO WATER NOTES 2 FOR
WATER MAIN CROSSING, TYP
ALL OTHER SEWER
SERVICES GRAVITY
PRESSURE SEWER PIPE STUB
INTO THE PROPERTY, TYP FOR 2
LOTS IDENTIFIED. GRINDER PUMP
TO BE LOCATED AT THE HOUSE
AND OWNED / OPERATED BY THE
PROPERTY OWNER.
4" SEWER PIPE MIN. 2% SLOPE. INSTALL
TYPE A SEWER SERVICE PER ISPWC
SD-511 AND ISPWC-SECTION 504, TYP
4" SEWER PIPE AND CONSTRUCT
4" SEWER CLEAN OUT AS SHOWN,
MIN. 2% SLOPE. INSTALL TYPE A
SEWER SERVICE PER ISPWC
SD-511 AND ISPWC-SECTION 504,
TYP
8" ISOLATION VALVE
NORTH SIDE OF TEE
AT PROPERTY LINE REMOVE EX WATER
MAIN BACK TO MASON VIEW PLACE
CONNECT TO EX
W/ FLG 45° ELBOW 15.00' WATERLINE EASEMENT8"x8"x6" TEE (MJxMJxFLG)
6" GATE VALVE (FLGxMJ)
REMOVE ANGLE AND EX WATER MAIN TO THE WEST,
NEW WATER MAIN TO THE NORTH TO TIE INTO END
OF EX WATER MAIN WITHIN MASON VIEW PL
EXIST
ING
2" WA
TER
SERVI
CE TO
REMAIN
,
BRASSCOMPRESSION
FIT
T
ING
TO
REDUCE TO
1
"
MH STRUCT #4
MH STRUCT #2
MH STRUCT #1
MH STRUCT #3
STREET NAME SIGN
EXISTING
STREET NAME SIGN
STOP SIGN
DEAD END SIGN
EX WATER MAIN TO BE
ABANDONED IN PLACE
January 2023
PLOTTED BY: CALEB KENYON DATE PLOTTED: 1/20/2023 4:32:43 PM PATH: A:\ABCO ENGINEERING\JOBS LANDED\CALEB\190223--LINCOLN CHARTER SCHOOL (MUSSELL)\ZSUBDIVISION\CAD\190223S - 03 - CU-101.DWGFILE NUMBER:
SHEET NUMBER:
DESIGNED BY:
DATEDESCRIPTIONDATE REVISIONSBY NO. DRAWN BY:ABCOENGINEERING119 N. Midland Blvd.
Nampa, Idaho 83651
Phone (208) 955-8126
LINCOLN STREETC. KENYON
CU-101CALDWELL ID UTILITY PLANMUSSELL CONSTRUCTION3 OF 7 CANYON COUNTY RIVER BLUFF SUBDIVISIONC. KENYON
190223S
CALL BEFORE YOU DIG!
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN
ARE APPROXIMATE LOCATIONS ONLY. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY
COMPANIES OF THE CONSTRUCTION SCHEDULE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE
WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND
PROTECT ALL UTILITIES.
2. CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY
EARTH DISTURBING ACTIVITIES ON SITE, AND REQUEST LOCATE OF
UNDERGROUND UTILITIES.
*The 811 logo is a registered trademark of the CGA.
Know what'sbelow.
before you dig.CallR
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE
STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER
SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND
SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO.
1.
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND
NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND
IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS
NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER
MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL
SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE
WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING
WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE
WASTEWATER RULES (IDAPA 58.01.16).
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND
POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A
MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE
WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS
THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING
SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE
IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)
AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE
WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT
FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL
USED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM
PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO
DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEQ).
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS
AFFECTED BY CONSTRUCTION.
6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED,
AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE
IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08).
WATER NOTES
SEWER NOTES
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE
STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS WELL AS
THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL
CONSTRUCTION NOTE NO. 1.
2. SEE WATER NOTES FOR SEPARATION OF POTABLE AND NON-POTABLE
SERVICES RULES.
3. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER
CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A STORMWATER
TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES).
4. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM
TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND,
USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21,
INCLUDING SERVICE LINES AND FITTINGS.
4x6
C
L
E
A
R
S
P
A
C
E
F
O
R
CI
T
Y
A
P
P
R
O
V
A
L
S
T
A
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P
City of Caldwell
APPROVED FOR CONSTRUCTION
These plans and/or specifications have
been reviewed for compliance with the City
of Caldwell specifications. This review
does not relieve the owner, engineer, or
contractor of the responsibility to design
and/or construct these facilities in
compliance with all current applicable
federal, state, and local laws, rules,
regulations, ordinances, orders of
decisions, development agreements, or
specifications. Inconsistencies not
isolated by City staff shall not be
construed as approved unless specifically
addressed as a variance and granted by
City Council as a variance. The City
retains the right to enforce provisions of
said document and policies even if
inconsistencies are not noted by the City.
Any revisions of these approved plans will
require a resubmittal for a full review and
approval.
Name:
TELEGASPP PPTOE TOETOE TOP TOP TOPTOPTOPTOP TOP TOPTOP TOP TOPTOPT
OP
TOETOETOETOETOE TOETOE TOETOETOE TOETOETOE TOE TOETOETOETOETOETOETOETOE TOETOETOE TOETOETOETOP
FL FL FL FL FL FLFLFL FL FLFLFL
TOETOETOE TOE TOETOETOETOE TOETOETOETOPTOPTOPTOP TOPTOPTOP TOPTOPTOPTOPEPEP EPEP EP EPEPEP EP EP EP EP EP EP EPEPEP EPEP EPEPEPEP EP EPEP EP EPEPEPPOWPOW POW POW POWPOWPOWPOW POW POW POWTOPTOP TOP TOP TOP TOP TOP TOPTOP TOPTOP TOPTOP TOP TOP TOP TOP TOP TOP TOPTOP TOPTOP
23852390239524002384238623872388 23892391239223932394239
62397239823992401240224032404240 5 2405 240524052403 24032404 2404 2404 2 404240524052403240424042404EP EP EP
EP EP EP EP EP EP
PIRR PIRR PIRR PIRR PIRR
E
P
EPEPEPEP
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWPIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR WW W W W W W WW W W W W WW 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 WSS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS ssssssSSSSSS SSWW W W W WW W W W W WWSSWSSWWSSGIRRGIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR PIRRPIRR PIRR PIRR PIRR PIRR PIRR ROW ROW ROW ROW ROW ROW ROW ROW PIRRPIRR PIRR SDS
D
SD SDSDSDSD W W W WGIRR GIRR GIRR
EP EPEP EPEP EP SDSDSD SS SS SS SS SS SS SS SS SS SS SS SSWWWWWWSSSSSSSSSSWW W W W W W W W WW
W W W W W W
SSSSPIRR PIRR PIRR ROWROWROW
ROWROWROW ROW ROW ROWROW ROW ROW
ROWROW ROW ROW ROW ROWSSPIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRRPIRR PIRR
PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR SDSD SD SD SD GIRRGIRR GIRR GIRR PIRRSSSSWPIRRssssssss N89°43'16"W - 562.94'N00°11'34"E - 877.41'
S00°16'47"W - 878.09'S89°47'26"E - 564.27'4" RUSSIAN
OLIVE
4" RUSSIAN
OLIVE4" RUSSIAN
OLIVE
10" ELM
12" RUSSIAN
OLIVE
CONIFEROUS TREES CODE QTY COMMON / BOTANICAL NAME SIZE NOTES CLASS
PC5 2 Colorado Blue Spruce 6` Ht.45`H x 25`W
Picea pungens 'Glauca'
DECIDUOUS TREES CODE QTY COMMON / BOTANICAL NAME SIZE NOTES CLASS
AX 3 Pacific Sunset Maple 2" Cal. B&B 30`H x 25`W Class I
Acer truncatum x platanoides 'Warrenred' TM
GS2 3 Shademaster Honeylocust 2" Cal. B&B 45`H x 35`W Class II
Gleditsia triacanthos 'Shademaster'
TB 7 Boulevard American Linden 2" Cal. B&B 50`H x 25`W Class II
Tilia americana 'Boulevard'
FLOWERING TREES CODE QTY COMMON / BOTANICAL NAME SIZE NOTES CLASS
CC 1 Eastern Redbud 2" Cal. B&B 25`H x30`W Class I
Cercis canadensis
SHRUBS CODE QTY COMMON / BOTANICAL NAME SIZE NOTES
JB2 6 Blue Star Juniper 2 gal.2`H x 4`W
Juniperus squamata 'Blue Star'
PB 12 Diabolo Ninebark 5 gal. 8`H x 8`W
Physocarpus opulifolius 'Monlo' TM
PN2 6 Bird's Nest Spruce 5 gal. 4`H x 5`W
Picea abies 'Nidiformis'
PB2 6 Blue Shag White Pine 2 gal. 3`H x 3`W
Pinus strobus 'Blue Shag'
PS2 6 Schipka Cherry Laurel 5 gal. 6`H x 8`W
Prunus laurocerasus 'Schipkaensis'
RG2 3 Gro-Low Fragrant Sumac 2 gal. 2`H x 6`W
Rhus aromatica 'Gro-Low'
SN 2 Snowmound Spirea 5 gal. 5`H x 5`W
Spiraea nipponica 'Snowmound'
SA2 5 Anthony Waterer Spiraea 5 gal. 5`H x 5`W
Spiraea x bumalda 'Anthony Waterer'
ORNAMENTAL GRASSES CODE QTY COMMON / BOTANICAL NAME SIZE NOTES
MG 6 Maiden Grass 1 gal.6`H x 4`W
Miscanthus sinensis 'Gracillimus'
MM 4 Morning Light Maiden Grass 1 gal. 5`H x 4`W
Miscanthus sinensis 'Morning Light'
PK 5 Karley Rose Fountain Grass 1 gal. 3`H x 4`W
Pennisetum orientale 'Karley Rose'
PERENNIALS CODE QTY COMMON / BOTANICAL NAME SIZE NOTES
BX 12 Blue Chip Butterfly Bush 1 gal.3`H x 3`W
Buddleja x 'Lo & Behold Blue Chip'
GROUND COVERS QTY COMMON / BOTANICAL NAME SIZE NOTES
3,073 sf 1" minus Small Bark Mulch ---
Bark Mulch
26,991 sf RTF Sod ---
Rhizomatous Tall Fescue
PLANT SCHEDULE
L1.0
RIVER BLUFF SUBDIVISION
LINCOLN ROAD
CALDWELL, ID 83605
SUBDIVISION
AGENCY REVIEW
23004
LP LP
01/17/23
-
-
-
-
-
-
-
-
-
-
-
-
LANDSCAPE PLAN
SCALE:
0
1"= 50'-0"
50 100 15050
LANDSCAPE PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
DRAWN BY CHECKED BY
PROJECT
DATE
SHEET
REVISION/ISSUENO.DATE
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Copyright 2023All rights reserved. Reproduction or use in any form or by any means without written permission of Rodney Evans + Partners, PLLC. is unlawful and subject to criminal prosecution.reandpartners.com + 208-514-3300 + 1450 W. Bannock Street, Boise, Idaho 83702LANDSCAPE ARCHITECTURE+ URBAN DESIGN+ LAND PLANNING+ GRAPHIC COMMUNICATION+ PROJECT MANAGEMENTLANDSCAPE LEGEND
QUANTITY
PLANT IDENTIFICATION KEY
PLANTS TO BE INSTALLED
EXISTING TREES TO REMAIN
CUT EDGE AS DETAILED
PROPERTY LINE (VERIFY)
CONSTRUCTION LIMITS
2
QC
PROJECT INFORMATION
LANDSCAPE REQUIREMENTS
TOTAL PROPERTY SIZE= 275,396.52 S.F. - 6.32 ACRES
ZONING DISTRICT= R-1
LOT IMPROVEMENTS AREA= 275,396.52 S.F.
OPEN SPACE REQUIREMENTS:
TOTAL PROPOSED LANDSCAPE COVERAGE: 32,231.26 S.F. - 11.7%
REQUIRED QUALIFYING LANDSCAPE COVERAGE: 16,523.79 S.F. - 6%
PROPOSED QUALIFYING LANDSCAPE COVERAGE: 25,809.46 S.F. - 9.7%
PROPOSED NON-QUALIFYING LANDSCAPE COVERAGE: 6,421.79 S.F. - 2%
PATHWAY LANDSCAPE REQUIREMENTS:
5' WIDE MICRO PATH
MATERIAL SURFACE TO BE DETERMINED BY OWNER
312.7 LINEAR FT.
MINIMUM 5' WITH LANDSCAPE BUFFER ON EITHER SIDE
15 SHRUBS PER 100 LINEAR FT.
REQUIRED SHRUBS: 47
PROVIDED SHRUBS: 47
REQUIRED TREES: UNSPECIFIED
PROVIDED TREES: 4
LANDSCAPE BUFFER REQUIREMENTS:
NORTH LANDSCAPE BUFFER (UNINCORPORATED CANYON COUNTY):
564.27 LINEAR FT.
31 FT. AND 60.5 FT. WIDE LANDSCAPE BUFFER PROVIDED
(0 FT. WIDE LANDSCAPE BUFFER REQUIRED)
*SEE PATHWAY LANDSCAPE REQUIREMENTS FOR ADDITIONAL
INFORMATION
SOUTH LANDSCAPE BUFFER (LINCOLN ROAD/MINOR ARTERIAL):
158.37 LINEAR FT.
28.55 FT. WIDE LANDSCAPE BUFFER PROVIDED
(20 FT. WIDE LANDSCAPE BUFFER REQUIRED)
1 TREE PER 35 LINEAR FT.
1 SHRUB PER 7 LINEAR FT.
REQUIRED TREES - 5
PROVIDED TREES - 5
REQUIRED SHRUBS - 23
PROPOSED SHRUBS - 26
EAST LANDSCAPE BUFFER (UNINCORPORATED CANYON COUNTY):
878.09 LINEAR FT.
0 FT. WIDE LANDSCAPE BUFFER PROVIDED
(0 FT. WIDE LANDSCAPE BUFFER REQUIRED)
REQUIRED TREES - 0
PROVIDED TREES - 0
WEST LANDSCAPE BUFFER (UNINCORPORATED CANYON COUNTY):
346.39 LINEAR FT.
0 FT. WIDE LANDSCAPE BUFFER PROVIDED
(0 FT. WIDE LANDSCAPE BUFFER REQUIRED)
REQUIRED TREES - 0
PROVIDED TREES - 0
1. VISION TRIANGLE
2. PROPOSED PRESSURIZED IRRIGATION POINT OF
CONNECTION
3. PROPOSED STORM WATER RETENTION AREA
4. PROPOSED PEDESTRIAN PATHWAY
5. PROPOSED STREET TREES TO BE INSTALLED BY
BUILDER AT TIME OF VERTICAL CONSTRUCTION
6. PROPOSED MARQUIS SIGN. COLOR, MATERIALS AND
SIZE TO BE DETERMINED BY OTHERS.
7. RETAIN AND PROTECT EXISTING TREES. SEE TREE
PROTECTION NOTES FOR ADDITIONAL INFORMATION.
8. RETAIN AND PROTECT EXISTING FENCING
CALLOUT NOTES #CALLOUT NUMBERS
REFER TO NUMBERED
NOTES BELOW
LANDSCAPE NOTES:
1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS
WORK, PRIOR TO BEGINNING WORK.
2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF
SIMILAR SIZE AND CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT MATERIALS CAN NOT BE OBTAINED.
3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS.
4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START-UP.
5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS.
6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF
NOT IN A SOUND AND HEALTHY CONDITION.
7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND CALL OUT SYMBOL NUMBERS.
8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF 1" MINUS BARK MULCH OVER DEWITT PRO-5 WEED BARRIER LANDSCAPE
FABRIC. SUBMIT SAMPLE FOR APPROVAL.
9. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY THE OWNER. REPLACE ALL
PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER.
10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE
SITE CIVIL GRADING PLAN.
11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000 SQUARE FEET. ROTO-TILL ORGANIC
MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL.
12. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM' PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS.
13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD,
COMPACT, AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW ADJACENT SURFACES OF PLANTER BED AREAS, 1-1/2" BELOW
ADJACENT SURFACES OF TURF SOD AREAS, AND 1" BELOW ADJACENT SURFACES OF TURF SEED AREAS.
14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY
SUITABILITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS
DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED
SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE MINIMUM
STANDARDS, CONTRACTOR IS RESPONSIBLE TO EITHER:
A) PROVIDE APPROVED IMPORTED TOPSOIL, OR
B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT.
15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE
OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION,
AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH.
A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THOSE FOUND ON THE PROJECT SITE.
OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES.
B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, TOXICITY, AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR
GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S
REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. ACIDITY/ALKALINITY RANGE - PH.
5.5 TO 7.6.
16. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF
SITE.
17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL STORM DRAIN PIPE, STRUCTURES, OR FACILITIES.
18. STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE
LANDSCAPE IRRIGATION SYSTEM.
19. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY.
TREE PROTECTION NOTES:
1. PROTECT THE CRITICAL ROOT ZONE (THE AREA DIRECTLY BELOW THE DRIPLINE OF THE TREE) OF THE TREES TO REMAIN ON SITE BY:
a. CONSTRUCTING A TEMPORARY CHAINLINK FENCE AROUND THE CRITICAL ROOT ZONE OF THE TREE TO BE PROTECTED PRIOR TO DEMOLITION,
CONSTRUCTION, OR ANY SITE WORK.
b. NOT ALLOWING COMPACTION BY EQUIPMENT TRAFFIC DURING CONSTRUCTION OR DURING DEMOLITION.
c. NOT ALLOWING CONCRETE TRUCKS TO RINSE WITHIN THE PROTECTION AREA, OR ANYWHERE NEAR EXISTING TREE ROOTS OR IN PLANNED
PLANTING BEDS AREAS. SEE EROSION AND SEDIMENT CONTROL PLAN FOR APPROVED CONCRETE WASHOUT AREAS.
d. NOT STOCKPILING MATERIALS, DEBRIS, OR DIRT WITHIN THE TREE PROTECTION AREA.
e. WATERING WITHIN THE CRITICAL ROOT ZONE FROM MID-APRIL TO MID-OCTOBER AT THE RATE OF NOT LESS THAN THE EQUIVALENT OF 1-1/2" OF
WATER OVER THE ENTIRE AREA PER WEEK.
f. NOT TRENCHING, EXCAVATING, FILLING, OR OTHERWISE DISTURBING THE SOIL WITHIN THE CRITICAL ROOT ZONE.
g. ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED TO AVOID DAMAGING TREE ROOTS.
2. PROTECT THE CROWN AND TRUNK OF TREES TO BE RETAINED BY:
a. OPERATING EQUIPMENT IN SUCH A WAY AS TO AVOID CONTACT WITH TREE TRUNKS OR BRANCHES.
b. HAVING TREES PRUNED BY A LICENSED ARBORIST.
3. ALL TREES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED USING THE FOLLOWING CRITERIA:
ANY TREE FOUR INCHES (4") OR GREATER IN CALIPER THAT IS REMOVED DURING DEVELOPMENT SHALL BE REPLACED WITH A ONE AND ONE-HALF
INCH (1-1/2") TO THREE INCH (3") CALIPER TREE, RATED AS A#1 QUALITY TREE AND AS VERIFIED BY THE CITY FORESTER.
IF THE SITE DOES NOT ACCOMMODATE THE REPLACEMENT CALIPER INCHES, THE DEVELOPER SHALL CONTRIBUTE A DOLLAR AMOUNT EQUAL TO THE
CORRESPONDING CALIPER INCH OF TREES TO A TREE BANK.
1. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR
HYDROSEEDING.
2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH “ROUND-UP” (CONTACT HERBICIDE) OR APPROVED EQUAL.
3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE.
4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT CONCLUSION OF THIS WATERING
PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS.
5. APPLY SECOND APPLICATION OF “ROUND-UP” TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS
AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE.
6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLICATIONS, CONTRACTOR SHALL BE DIRECTED TO PERFORM A THIRD
APPLICATION.
7. AT THE TIME OF PLANTING AND HYDROSEEDING, ALL PLANTING AREAS SHALL BE WEED FREE.
WEED ABATEMENT NOTES:
1. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHICH INSURES COMPLETE COVERAGE AND PROPERLY
ZONED FOR REQUIRED WATER USES. EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS.
2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES.
3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES AT LAWN AREAS AND 18" AT PLANTER BEDS.
4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM. ANNUALS, PERENNIALS GROUND COVERS OR SHRUB MASSINGS
SHALL HAVE A POP-UP SPRAY SYSTEM.
5. ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS:
a. PRECISE INDIVIDUAL STATION TIMING
b. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES
c. AT LEAST ONE PROGRAM FOR EACH HYDROZONE
d. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF
e. POWER FAILURE BACKUP FOR ALL PROGRAMMED INDIVIDUAL VALVE WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE
WATER TO RESPECTIVE HYDRO-ZONES.
6. INDIVIDUAL VALVE WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES.
7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD COVERAGE WITH TRIANGULAR SPACING.
8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVER SPRAY ONTO IMPERVIOUS SURFACES (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND
ASPHALT AREAS).
9. PROVIDE MINIMUM (1) QUICK COUPLER VALVE PER EACH (6) AUTOMATIC VALVE ZONES. APPROVE Q.C.V. LOCATIONS WITH LANDSCAPE ARCHITECT.
IRRIGATION NOTES:
NOT INCLUDED IN
DEVELOPMENT
LINCOLN ROADMASON VIEW PLACE RIVER BLUFF COURTTREE MITIGATION NOTES:
1. NO EXISTING TREES TO BE REMOVED.
2. EXISTING TREES TO BE SAVED ON SITE ARE AS FOLLOWS:
- (3) 4" CAL. RUSSIAN OLIVE
- (1) 12" CAL. RUSSIAN OLIVE
- (1) 10" CAL. ELM
TOTAL CALIPER INCHES = 34 CALIPER INCHES
1
1
2
3
4
4
4
5
5
55
555
6
7
8
8
8
88 8
1
L1.5
2
L1.5
3
L1.5
4
L1.5
5
L1.5
6
PB
6
MG
6
PS2
6
JB2
2
PC5
2
SN
1
TB
1
TB
1
TB
1
TB
6
PB22
MM
3
PB
3
SA2
3
MM
3
PB
2
SA2
1
GS2
1
GS2
1
GS2
12
BX
1
CC
5
PK
6
PN2
3
RG2
01/17/23
City of Caldwell
APPROVED FOR CONSTRUCTION
These plans and/or specifications have
been reviewed for compliance with the City
of Caldwell specifications. This review
does not relieve the owner, engineer, or
contractor of the responsibility to design
and/or construct these facilities in
compliance with all current applicable
federal, state, and local laws, rules,
regulations, ordinances, orders of
decisions, development agreements, or
specifications. Inconsistencies not
isolated by City staff shall not be
construed as approved unless specifically
addressed as a variance and granted by
City Council as a variance. The City
retains the right to enforce provisions of
said document and policies even if
inconsistencies are not noted by the City.
Any revisions of these approved plans will
require a resubmittal for a full review and
approval.
Name:
TOE TOETOE TOETOE TOE TOE TOE TOE TOETOETOPTOP TOP TOPTOP TOP TOP TOP TOP TOP TOP4" RUSSIAN
OLIVE
4" RUSSIAN
OLIVE4" RUSSIAN
OLIVE
10" ELM
12" RUSSIAN
OLIVE
L1.5
RIVER BLUFF SUBDIVISION
LINCOLN ROAD
CALDWELL, ID 83605
SUBDIVISION
AGENCY REVIEW
23004
LP LP
01/17/23
-
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-
-
-
-
-
-
-
-
-
-
LANDSCAPE DETAILS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
H
J
K
L
M
DRAWN BY CHECKED BY
PROJECT
DATE
SHEET
REVISION/ISSUENO.DATE
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
Call before you dig.
Know what's below .
R
Copyright 2023All rights reserved. Reproduction or use in any form or by any means without written permission of Rodney Evans + Partners, PLLC. is unlawful and subject to criminal prosecution.reandpartners.com + 208-514-3300 + 1450 W. Bannock Street, Boise, Idaho 83702LANDSCAPE ARCHITECTURE+ URBAN DESIGN+ LAND PLANNING+ GRAPHIC COMMUNICATION+ PROJECT MANAGEMENTPLANTER BED CUT EDGE
(TYPICAL AT TREES IN TURF AREAS)4 NOT TO SCALE
APPROVED TOPSOIL AND SOIL
AMENDMENTS AS SPECIFIED
3" DEPTH OF MULCH AT PLANTER
BEDS
FINISH GRADE,
PER PLANS
GROUNDCOVER PLANTING1 NOT TO SCALE
SECTION
PLAN VIEW
1. ALL GROUNDCOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR PATTERN.
2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDCOVER
BEDS.
NOTES:
FINISH GRADE PER PLANS
GROUNDCOVER PLANTING PER PLANTING PLAN
MULCH, PER PLANS, 3" DEPTH OVER ENTIRE BED.
DO NOT COVER CROWNS OF PLANTS
TILL SOIL TO A DEPTH OF 12", BACKFILL WITH
APPROVED TOPSOIL AND SOIL AMENDMENTS, AS
SPECIFIED.
SUBGRADE
A = LENGTH, AS SPECIFIED
OR PER PLANT SCHEDULE
B = 85% OF 'A'
SHRUB PLANTING2 NOT TO SCALE
1. SHRUB SHALL BEAR SAME RELATIONSHIP TO GRADE AS IT DID IN NURSERY.
2. WATER SHRUB TWICE WITHIN FIRST 24 HOURS.
3. THIN BRANCHES AND FOLIAGE BY 13.
4. DO NOT CUT LEADERS TO RETAIN NATURAL SHRUB SHAPE.
5. FOR CONTAINER GROWN PLANTS THAT ARE ROOTBOUND, SPLIT THE ROOTBALL WITH 3 EQUAL SPACED
VERTICAL CUTS.
NOTES:
REMOVE ANY PLASTIC, BURLAP, NAILS, OR OTHER
MATERIALS FROM THE ROOTBALL WHICH MAY LIMIT
ROOT GROWTH
CONSTRUCT 2" EARTH BERM TO FORM A WATER
RETENTION BASIN, FILL BERM WITH MULCH, AS
SPECIFIED
MULCH, PER PLANS, 3" DEPTH OVER ENTIRE BED. DO
NOT COVER CROWNS OF PLANTS
PROVIDE COMMERCIAL FERTILIZER TABLETS AND
BIOSTIMULANT, AS SPECIFIED, FOR EACH SHRUB
BACKFILL WITH APPROVED TOPSOIL AND SOIL
AMENDMENTS, AS SPECIFIED. BACKFILL IN 6" LIFTS,
WATER EACH LAYER, DO NOT TAMP OR OVER
COMPACT.
CONSTRUCT 6" MOUND OF TOPSOIL
CONIFEROUS TREE PLANTING5 NOT TO SCALE
SOIL LINE
ROOT FLARE TO BE AT SOIL LINE.
REMOVE DEAD/DAMAGED BRANCHES AND
PRUNE TO INTERNATIONAL SOCIETY OF
ARBORICULTURE STANDARDS; IMPROPERLY
PRUNED TREES (AS DETERMINED BY THE
LANDSCAPE ARCHITECT) SHALL BE REMOVED
AND REPLACED. DO NOT REMOVE MAIN
LEADER!!
RUBBER CINCH TIE
2"x 2" WOOD STAKE (LENGTH AS
REQUIRED)-DO NOT PENETRATE ROOTBALL.
SEE NOTE 1. SET STAKES PARALLEL TO
PREVAILING WIND.
CONSTRUCT 2" EARTH BERM AT EDGE OF
ROOTBALL, FILL TREE RING W/ MULCH, AS
SPECIFIED.
3" THICK MULCH LAYER, KEEP MULCH 3" AWAY
FROM TRUNK.
FINISH GRADE
PREVAILING WIND DIRECTION
COMMERCIAL SLOW RELEASE FERTILIZER
TABLETS
SIDES OF HOLE ROUGH & UNEVEN
BACKFILL WITH APPROVED TOPSOIL AND
SOIL AMENDMENTS AS SPECIFIED.
BACKFILL IN 6" LIFTS, WATER EACH LAYER,
TAMP LIGHTLY AS REQUIRED, BACKFILL
SOIL EVEN W/ TOP OF ROOTBALL,
DO NOT OVER COMPACT!!
SET ROOTBALL ON NATIVE, UNDISTURBED
SOIL
NOTES:
1. REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP 23 OF ROOTBALL. REMOVE ALL NAILS, TIES, AND PLASTIC FROM
ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY
BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL.
2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO ENSURE
THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR
AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE
WARRANTY PERIOD.
3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE
ARCHITECT BEFORE PROCEEDING.
4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT
MATERIAL.
5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING
METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE.
6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS.
7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY.
DECIDUOUS TREE PLANTING 3 NOT TO SCALE
SOIL LINE
ROOT FLARE TO BE AT SOIL LINE
NOTES:
1. REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP 23 OF ROOTBALL. REMOVE ALL NAILS, TIES, AND PLASTIC FROM
ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY
BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL.
2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO ENSURE
THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR
AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE
WARRANTY PERIOD.
3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE
ARCHITECT BEFORE PROCEEDING.
4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT
MATERIAL.
5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING
METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE.
6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS.
7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY.
8. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT BARRIER (DEEPROOT
#24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND EDGE OF SIDEWALK. ALL TREE INSTALLATIONS
SHALL CONFORM TO ALL AGENCY APPROVAL REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS.
REMOVE DEAD/DAMAGED BRANCHES AND
PRUNE TO INTERNATIONAL SOCIETY OF
ARBORICULTURE STANDARDS; IMPROPERLY
PRUNED TREES (AS DETERMINED BY THE
LANDSCAPE ARCHITECT) SHALL BE REMOVED
AND REPLACED. DO NOT REMOVE MAIN
LEADER!!
RUBBER CINCH TIE
2"x 2" WOOD STAKE (LENGTH AS
REQUIRED)-DO NOT PENETRATE ROOTBALL.
SEE NOTE 1. SET STAKES PARALLEL TO
PREVAILING WIND.
REMOVE TREE WRAP TRUNK PROTECTION,
AFTER INSTALLATION
CONSTRUCT 2" EARTH BERM AT EDGE OF
ROOTBALL, FILL TREE RING W/ MULCH, AS
SPECIFIED.
3" THICK MULCH LAYER, KEEP MULCH 3" AWAY
FROM TRUNK.
FINISH GRADE
PREVAILING WIND DIRECTION
COMMERCIAL SLOW RELEASE FERTILIZER
TABLETS
SIDES OF HOLE ROUGH & UNEVEN
BACKFILL WITH APPROVED TOPSOIL AND
SOIL AMENDMENTS AS SPECIFIED.
BACKFILL IN 6" LIFTS, WATER EACH LAYER,
TAMP LIGHTLY AS REQUIRED, BACKFILL
SOIL EVEN W/ TOP OF ROOTBALL,
DO NOT OVER COMPACT!!
SET ROOTBALL ON NATIVE, UNDISTURBED
SOIL
SCALE:
0
1"= 10'-0"
10 20 3010
WALKING PATH LANDSCAPE EXHIBIT
12
B;
1
CC
5
PK
6
PN2
3
RG2
01/17/23
City of Caldwell
APPROVED FOR CONSTRUCTION
These plans and/or specifications have
been reviewed for compliance with the City
of Caldwell specifications. This review
does not relieve the owner, engineer, or
contractor of the responsibility to design
and/or construct these facilities in
compliance with all current applicable
federal, state, and local laws, rules,
regulations, ordinances, orders of
decisions, development agreements, or
specifications. Inconsistencies not
isolated by City staff shall not be
construed as approved unless specifically
addressed as a variance and granted by
City Council as a variance. The City
retains the right to enforce provisions of
said document and policies even if
inconsistencies are not noted by the City.
Any revisions of these approved plans will
require a resubmittal for a full review and
approval.
Name:
Page 1 of 2
06/05/2024 12:50 PM
Page 2 of 2
06/05/2024 12:50 PM
Property Owner Acknowledgement
I,_____________________________________________ , _____________________________________
(Name) (Address)
_________________________________________, ___________________________________________
(City) (State)
being first duly sworn upon, oath, depose and say:
1.That I am the record owner, or authorized designee of the record owner of property located at
_____________________________________________________________________________,
(Address)
and I grant my permission to:
______________________________________, _______________________________________
(Name) (Address)
_______________________________________, ______________________________________
(City) (State)
to submit the accompanying application(s) pertaining to that property.
2. I agree to indemnify, defend and hold the City of Caldwell and its employees harmless from any
claim or liability resulting from any dispute as to the statement(s) contained herein or as to the
ownership of the property which is the subject of the application.
3. I hereby grant permission to City of Caldwell staff to enter the subject property for the purpose
of site inspection(s) related to processing said application(s).
Dated this ______________ day of _______________________________________, 20______________
_____________________________________________
(Signature)
3121 Lincoln Rd, Caldwell, ID 83605
Mike Mussell P.O. Box 3304
Nampa Idaho
Mussell Construction P.O. Box 3304
Nampa Idaho
5TH JUNE 24