HomeMy WebLinkAboutCC - Engineering Report Engineering Report
for
Pine 43 Fairview Commercial Subdivision
A replat of portions of lots 2-5 of Pleasant Valley Subdivision
Prepared for
Central District Health
Prepared by
CSHQA
4/17/2023
Pine 43 Fairview Commercial Subdivision
Table of Contents
Introduction............................................................................... 1
Description of Project ............................................................... 1
Subdivision Plat Map................................................................ 1-2
Sewage Disposal System .......................................................... 2-3
WaterSystem............................................................................ 3
SolidWaste ............................................................................... 3
AirQuality ................................................................................ 3-4
WaterQuality............................................................................ 4
Hazardsto Safety ...................................................................... 4
NoisePollution.......................................................................... 4
Other.......................................................................................... 4
FinalPlat ................................................................................... 4
Appendix A Meridian Plan Approval Letter, QLPE Checklist, and DEQ
Approval Letter
Appendix B Final Plat
Appendix C City Approved Water and Sewer Plans, City Approved Grading
and Drainage Plans, Record Drawings
Pine 43 Fairview Commercial Subdivision
INTRODUCTION
This document represents an"Engineering Report", for Pine 43 Fairview Commercial
Subdivision, Meridian, Idaho. The Engineering Report has been prepared to the
specifications and guidelines outlined in Central District Health's "Standards for Land
Developments".
The purpose of the"Engineering Report" is to obtain approval from Central District
Health for the proposed development.
DESCRIPTION OF PROJECT
A. Name of Subdivision: Pine 43 Fairview Commercial Subdivision
B. Location of Subdivision: South side of Fairview Avenue approximately half
way between Eagle Road and Locust Grove, Meridian, Idaho. This is a replat of
portions of lots 2-5 of Pleasant Valley Subdivision.
C. Legal Description of Subdivision: See Appendix B
D. Owners:
DRB Investments LLC
STE 100
1157 N Summerbrook Ave
Meridian, ID 83642-8758
(208) 375-6666
E. Engineer: Jeff T. Ward (Idaho PE No. 13327)
CSHQA, a professional association
200 Broad Street
Boise, ID 83702
(208) 343-4635
F. Area of Development: 5.308 acres more or less
1. Number of Lots: 5 Lots
2. Area of Lots: Varies
3. Minimum Lot Size: 0.64+/- acres
4. Type of Development Proposed: Commercial
Subdivision Plat Map
A. Topographic Map: Refer to Appendix C.
Pine 43 Fairview Commercial Subdivision
Page 1
B. Rock Outcrops: Does not apply to this development.
C. Proposed Lot Lines: Refer to Appendix B, Final Plat.
D. Easements and Proposed Encroachments: Refer to Appendix B, Final Plat.
E. Existing Underground Irrigation, Pipelines and Utilities: Refer to Appendix
C.
F. 100 Year Flood Plain: Does not apply to this development.
G. Drainage and Runoff From Streets: No new streets are required for this
development. The existing public streets adjacent to the development will not be
disrupted and the existing drainage patterns will remain.
H. Existing Wells (within 150-feet of subdivision): Does not apply to this
development.
I. Areas Naturally Exceeding 20% Slope: Does not apply to this development.
J. Lots w/Individual Septic and Water: Does not apply to this development.
K. Spring Discharges: No springs were observed at this site.
L. Surface Water Systems: Does not apply to this development.
WASTEWATER DISPOSAL SYSTEM
A. Individual Sewage Disposal Systems: Does not apply to this subdivision.
B. Central Subsurface Systems: Does not apply to this subdivision.
C. Public Sewage Disposal System:
1. Type of System: Public gravity collection and disposal system.
2. Letter of Plans Approval by the State Department of Environmental
Quality: This development extends a City of Meridian Public Main.
Appendix A contains a copy of the Meridian Plan Approval Letter, QLPE
Checklist, and DEQ Approval Letter.
3. Letter of Serviceability Verification: Appendix A contains a copy of
the Meridian Plan Approval Letter, QLPE Checklist, and DEQ Approval
Letter.
4. Copy of As-Built Plan Certification: Appendix C contains a copy of
the Water and Sewer Record Drawings.
Pine 43 Fairview Commercial Subdivision
Page 2
WATER SYSTEMS
1. Provide a statement and documentation of the availability and source(s) of
water to meet the demands of the parcels in the development: The proposed
development will provide extensions to the existing mains. Appendix C contains a
copy of the City of Meridian and QLPE stamped Water and Sewer Plans.
2. Furnish a statement that abandoned water wells have been sealed to prevent
contamination of the aquifer: There are no existing water wells on the site.
A. Individual Water: Does not apply to this subdivision.
B. Public Water:
1. Letter of Plans Approval by the State Department of Environmental
Quality: This development extends a City of Meridian Public Main.
Appendix A contains a copy of the Meridian Plan Approval Letter, QLPE
Checklist, and DEQ Approval Letter.
2. Statement of Verification that a Copy of the Homeowner's
Corporation and the Water System Operation and Maintenance
Manual will be provided to all parcel buyers: The water system will be
owned, maintained, and operated by the City of Meridian.
3. Letter of Serviceability Verification: Appendix A contains a copy of the
Meridian Plan Approval Letter, QLPE Checklist, and DEQ Approval
Letter.
4. Copy of As-Built Plan Certification: Appendix C contains a copy of the
Water and Sewer Record Drawings.
SOLID WASTE
A. State the method proposed to manage solid waste: The site will be served by
the City of Meridian provider, currently Republic Services is under contract.
Each lot will provide adequate trash storage based on the requirements of the City
of Meridian and their provider.
AIR QUALITY
A. Provide a statement of the existing ambient air quality in the immediate
vicinity: The ambient air quality is generally good and is affected by traffic on
local roads.
B. Furnish a statement as to the effect of the development on the existing
ambient air quality: There will be additional traffic generated by this
development, however it will provide services to population that are likely
Pine 43 Fairview Commercial Subdivision
Page 3
travelling greater distances to obtain similar services so no significant impact on
the surrounding air quality is anticipated.
WATER QUALITY
A. Provide cross section of final disposal for stormwater, complete drainage
plans, and depth of ground water: Record drawings are provided in Appendix
C.
HAZARDS TO SAFETY
A. Submit a statement that safety hazards (i.e. abandoned mine shafts, etc) have
been corrected and are not present: No evidence of safety hazards associated
with past or future use of this property as zoned has been determined in the
preparation of this Engineering Report.
NOISE POLLUTION
A. Submit an evaluation of the existing and projected noise pollution in the
immediate and surrounding area: The site is affected by the sound associated
with traffic on Fairview. It is anticipated that these lots will be primarily utilized
by the persons regularly in or travelling through the area.
FINAL PLAT
A. See Attached
Pine 43 Fairview Commercial Subdivision
Page 4
Appendix A
Mayor Robert E Skmison
IDIANtrii� Treg Be City Council Members,
Brad Haaglun
Joe 6arkon Jessica Perreauit
I ! AHO Luke Cavener Liz 8tracfer
00
February 18,2021
Mr. Aaron Scheff
IDEQ Boise Regional Administrator
1445 N. Orchard Street
Boise,Idaho 83706
Re: Project Approval-Pine 43 -Pad E Retail Shops
Per the provisions in Idaho Code § 39-118(2)(d),the City of Meridian has retained the services of Keller
associates as its Qualified Licensed Professional Engineer(QLPE),to verify that the plans and
specifications proposed for the above-referenced project comply with the IDEQ Facility and Design
Standards (IDAPA 58.01.16 and 58.01.08) and the applicable Meridian standards, and to approve the
project for construction. By virtue of their attached letter,they have reviewed and approved the above
referenced plans and specifications as complying with the Facility and Design Standards, and
Engineering Standards of Care as it relates to the reviewed elements. This approval shall expire one year
from the date of this letter. If construction has not commenced by the expiration date,plans must be
resubmitted for review and approval before construction may proceed.
The above referenced project complies with the City of's current Wastewater Facility Plan, and Sewer
Master Plan,and our system has adequate capacity to accept sewage wastes for treatment. These
determinations have been made by use of computer models developed for our Sewer Master Plan. This
project is also within the City's urban service planning boundary. Our Domestic Water distribution
system can provide water service and the minimum required fire flow(1500 GPM)and the minimum
required residual pressure of 20 PSI. These determinations have been made by use of computer models
developed for our Water Master Plan.
The City of Meridian will own and operate the wastewater collection and domestic water distribution
systems within this project upon final inspection and acknowledgement by formal acceptance letter. In
essence,the City of Meridian"Will Serve"the project.
Attached for your records is a complete and accurate copy of the plans and specifications reviewed in
connection herewith, stamped"Approved for Construction."
Sincerely,
44L:��
Warren Stewart,P.E.
City Engineer
Public Works Department . 33 E. Broadway Avenue, Suite 200 . , ID 83642
Phone 208-898-5500 . Fax 208-898-9551 . www.meridiancity.org
DocuSign Envelope ID:41EBE2F0-812D-4E58-A1CD-56BE76E68280
LER - . . .
ASSOCIATES
February 18, 2021
Development Services Division
City of Meridian
Attn: Amanda McNutt
33 E Broadway Ave
Meridian, ID 83642
Re: City of Meridian QLPE Review
Pine 43— Pad E Retail Shops
Keller Associates has reviewed the Pine 43 — Pad E Retail Shops construction plans dated February 4,
2021. The plans are approved for construction as allowed under Idaho Code 39-118(2)(d). The
completed "Qualified Licensed Professional Engineer (QLPE) Review and Approval Checklist" (QLPE
Checklist) is attached. The QLPE Checklist was prepared to meet the transmittal letter requirements
specified in IDAPA 58.01.08.504.03(b) and 58.01.16.400.03(b). The plans were marked as "Approved
for Construction".
By stamping and signing the construction plans, the Registered Professional Engineer is responsible to
ensure that said construction plans conform to all City standards, ordinances, and policies (and State
laws and statutes). Any variances or waivers to these standards, ordinances, or policies must be
specifically and previously approved in writing by the City. Acceptance of the above referenced
construction plans does not relieve the Registered Professional Engineer of those responsibilities.
Please note that the certifications required for Sections II(B) and (C) of the QLPE checklist must be
satisfied with a will serve letter and declining balance statement from the City.
Electronic files have been uploaded to the City of Meridian's Citizen Access Portal in accordance with
the terms of the contract.
If you have any questions, please do not hesitate to call Keller Associates at (208) 288-1992.
Sincerely,
KELLER ASSOCIATES, INC.
DocuSigned by:
'wVWbrgan, P.E.
QLPE Reviewer
214111-514 GROWING POSSIBILITIES
DocuSign Envelope ID:41 EBE2F0-812D-4E58-A1 CD-56BE76E68280
State of Idaho
Department of Environmental Quality
1410 North Hilton•Boise, Idaho 83706•(208)373-0502
QUALIFIED LICENSED PROFESSIONAL ENGINEER (QLPE)
REVIEW AND APPROVAL CHECKLIST
About this form
• This checklist is optional to use and is guidance from DEQ to qualified licensed professional
engineers (QLPE). This checklist describes the required elements of a QLPE project transmittal letter
and is intended to assist DEQ in the tracking of drinking water and wastewater projects, as well as
assist the QLPE in reviewing and approving certain types of Plans and Specifications.
• This checklist should be filled out by the qualified licensed professional engineer(QLPE)when the
QLPE is reviewing and approving a project for construction under Idaho Code § 39-118(2)(d). If the
project requires DEQ approval prior to construction,the QLPE shall direct the Design Engineer to
submit the plans and specifications through the normal DEQ review process.
• This checklist may be used in place of a transmittal letter from the QLPE.
• This and other design checklists are available at any DEQ regional office or online at
http://www.deq.state.id.us/water/assist business/enizineers/checklists.cfm.
• The other checklists include additional information about submitting a package of plans and
specifications for DEQ review.
L GENERAL PROJECT INFORMATION
1 Project Name: Pine 43—Pad E Retail Shops
2 Approving Authority*: CITY OF MERIDIAN
3 Qualified Licensed Professional Engineer:
Name: Ryan V. Morgan; P.E.,LEED AP
Employer: Keller Associates
4 This approval is for:
® Public drinking water system simple water main extension
® Public sewer system simple wastewater main extension
5 Design Engineer
Name: Jeff Ward,P.E.
Employer: CSHQA
6 Project Owner or Developer: (Please provide exact name of owner or authorized representative)
Name: Eric Centers
Firm: C&O Development, Inc
Address: 250 S Beechwood
City: Boise State: Idaho ZIP: 83709
*Approving Authority refers to the City,County,Quasi-Municipal Corporation,or Regulated Public Utility that
is approving the plans and specifications per Idaho Code 39-118(2)(d).
QLPE Review and Approval Form Page 1 of 3
Revised November 2008
DocuSign Envelope ID:41 EBE2F0-812D-4E58-Al CD-56BE76E68280
QLPE CHECKLIST
IL REQUIRED CERTIFICATIONS
Checklist Item Yes
A) I am the QLPE representing the Approving Authority.
B) This project consists of simple wastewater main extension(s), simple water main
extension(s), or both. It complies with the current facility plan or preliminary
engineering report. The water or wastewater system has adequate capacity for the
project. (If required,please include declining balance spreadsheet to demonstrate
capacity)
C) The Approving Authority has committed to serve this project and has reserved
capacity for it. (Attach separate will serve letter or other documentation if needed.)
D) The Approving Authority will own and operate the project upon completion of
construction. (Attach separate letter or other documentation if needed.)
E) I have reviewed the plans and specifications and verified that they comply with the
facility and design standards QDAPA 58.01.08 and IDAPA 58.01.16) and engineering
standards of care.
M. PLAN & SPECIFICATION APPROVAL
Checklist Item Yes
A) As the QLPE for the Approving Authority, I have approved the plans and
specifications for construction. I am not the design engineer, nor was I otherwise
involved in the design.
B) The plans and specifications have been marked as "Approved for Construction", and
a copy of the approved plans were transmitted to DEQ with this checklist.
C) The plans are for simple wastewater main extension(s), simple water main
extension(s), or both. No mechanical systems such as drinking water sources, treatment
facilities, booster stations, storage facilities, or wastewater systems such as lift stations
or treatment works are included with this project. **
D) This extension project will connect to:
1) Existing drinking water and/or wastewater mains owned by the Approving Authority.
OR
2) A future main(s)not existing at the time of approval. The future main(s)will be ❑
owned by the Approving Authority. In such cases, sanitary restrictions will remain in
force.
** Portions of a project that require DEQ approval must be approved by DEQ prior to the QLPE
approval of the drinking water or wastewater extensions.Alternatively,the drinking water and/or
wastewater extensions may be submitted to DEQ for approval of the entire project.
QLPE Review and Approval Form Page 2 of 3
Revised November 2008
DocuSign Envelope ID:41 EBE2F0-812D-4E58-A1 CD-56BE76E68280
QLPE CHECKLIST
IV. SANITARY RESTRICTIONS
If the project includes drinking water and wastewater main extensions that will be reviewed and
approved separately, the two Approving Agencies must coordinate the review and approval as it
pertains to the lifting of sanitary restrictions.
Recommendation Yes
I have reviewed and approved all drinking water and wastewater improvements included
in this project, and I recommend that the district health department release sanitary
restrictions.
OR
I have reviewed and approved only the drinking water❑ wastewater ❑ (check one) ❑
improvements included in this project, and I recommend that the district health
department release sanitary restrictions once they receive the approval from the other
Approving Authority.
OR
I recommend that the district health department leave sanitary restrictions in place. ❑
V. NOTE ON RULES AND STANDARDS
This checklist addresses the majority of common items from the Idaho Rules for
Public Drinking Water Systems (IDAPA 58.01.08), the Wastewater Rules (IDAPA
58.01.16, for QLPE approval of projects. However, this checklist is not all-inclusive,
and users are expected to fully understand the rules and standards, apply them
where necessary, and request interpretations from DEQ if there are any questions.
DEQ regional offices may have additional written information that will assist in the
design/approval process.
Vl. QLPE CERTIFICATION
All responses indicated on the checklist above are accurately reflected in the attached Plans and
Specifications.
�5s\ONAL ANC
OQ 1�1G\S T
a �Q2/18/202 �0
Do uSignl J:621
,9/V V. MG G
QLPE's, Signature, Date and Seal
QLPE Review and Approval Form Page 3 of 3
Revised November 2008
Appendix B
PLAT OF PLAT BOOK PAGE
P IN E 43 FAIRVIEW COMM E R C IA L S U B D IV IS IO N
A RE-PLAT OF PORTIONS OF LOTS 2-5 OF PLEASANT VALLEY SUBDIVISION,
BEING SITUATE IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER
OF SECTION 8, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN,
[5291] CITY OF MERIDIAN, COUNTY OF ADA, STATE OF IDAHO
NORTHWEST CORNER SEC. 8 2023 NORTH QUARTER CORNER
3" DIAM. BRASS CAP
CP&F INST. NO. 2020-049766 2 1/2" DIAM. ALUM. CAP
CP&F 2021-075802
BASIS OF BEARING
6 5 - - - - - - N89°59'19"W 2652.60' S
- - - - - - ^ - - -
194.07'- - LEGEND
7 8 E. FAIRVIEW AVE. __S00°00'41"W 8 - SUBDIVISION BOUNDARY LINE
o [11334] 47.39'
r'K - LOT LINE
L14 S89°33 01 E 686.90 8251
w -----------_-- --S89`33'01_'Y 648.77'--------------------- ----- .
� 7
S00°30'23"W = SECTION LINE
RIGHT-OF-WAY LINE
O -Ji I L6 254.00' i I 159.14' 235.63' , 14.00' I - ROAD CENTERLINE
POINT OF BEGINNING
[11334] • I L5 10�1 i - -- -- -- -- -- - ADJACENT PROPERTY LINE
- TIE LINE
U i , r6 M ----- - CITY OF MERIDIAN SEWER
OJ �� ; i r- BLOCK 1 o AND WATER EASEMENT LINE
C2 ' ' w �, LO NORTH PORTION - -- -- - IDAHO POWER CO. POWERLINE
z \ �� 1 ' 00 2 - 3 '� LOT 1 EASEMENT LINE
'� ` ' coo PLEASANT VALLEY I - --- --- --- - ACHD SIDEWALK EASEMENT LINE
` ACHD SIDEWALK EASEMENT i I 'N
(SEE EASEMENT NOTE 3) I o o SUBDIVISION
ii
z - SECTION CORNER
o
_ ;n
\ I I o ❑
[11334] • � � --05_---r�--_---�-T- - QUARTER SECTION CORNER
r � - - �
,�• 111.15' ' 159.14' N89°36'52"W 235.46' i (.0 - SET 5/8-INCH X 24-INCH REBAR WITH
\ PLASTIC CAP MARKED J-U-B 20917
N89°36'52"W 270.29'------
�`SA�,, 1 41 .58' ; `J --------- ------------------i i---------- --- _- I�� = �7 - SET 1/2-INCH X 24-INCH REBAR WITH
_ SEE DETAIL B I „
1 -0
PLASTIC CAP MARKED J-U-B 20917
�� �j �`-�SEE DETAIL "A" i i I "� 0• - FOUND 5/8-INCH REBAR WITH PLASTIC
PORTION O E �'9 �`S\ ' 1_�IDAHO POWER CO. J CITY OF MERIDIAN o CAP, AS NOTED
�- , SEWER AND WATER EASEMENT p V)
PARCEL 1 POWERLINE EASEMENT (SEE EASEMENT NOTE 1) 0 - DIMENSION POINT, NOT SET OR FOUND
[11334] \ � i i (SEE EASEMENT NOTE 2)
R O S 1 1 2 91 \� Cl i t -C-4 C# - CURVE COURSE NUMBER (TYPICAL)
ro N 0 L# - LINE COURSE NUMBER (TYPICAL)
o O � I
5 4 N r7 I # - LOT NUMBER (TYPICAL)
O I [####] - PLS NUMBER FOUND ON MONUMENT
V)----------- ----------- --------
i
[11334] • L3 I SOUTH PORTION
L2 ; LOT 1
rl i i M PLEASANT VALLEY
SUBDIVISION
[11334]' L1
E. WI LSON ST. _____ 1 1 195.07 261.69
L7 i ; ; N89°41 '51 "W 456.76' 1 [11334]BLOCK 1 1 N00 30,23 E
-- ----
---
---
- -- - (DOVETAIL SUBD)LOT 1 DOVETAIL SUBDIVISION �
--
-685.09'
PINE 43 SUBDIVISION N O 3 I �i~18 i i MONUMENT AT NORTHWEST CORNER
OF DOVETAIL SUBDVISION WAS NOT
ACHD RIGHT-OF-WAY-'-----
IGHT-OF-WAY FOUND. SET MONUMENT AS NOTED. I
INST. NO. 2019-037532 [NO CAP] N89°59 03 W 193.75 I [4998]
ACHD SIDEWALK EASEMENT ------------------- -----------
LOCK
BLOT 41 (SEE EASEMENT NOTE 4)
(DOVETAIL SUBD.)
LINE TABLE [7880] N
- - - - - - - - - - - - - - - - - - - - - - - -
/ � ♦ � N0. BEARING plsT. CENTER QUARTER CORNER ,n 0 60 120
1 1 I 1 2 1/2" DIAM. ALUM. CAP
1 .'BLOCK 1 I I I L1 N08°49'33"w 10.13' CP&F 2019-055315
1 1 I 1 --------------
I CURVE TABLE L2 N49°15'42"W 22.83'
BLOCK 1 17.00'
1 NO. RADIUS DELTA LENGTH CH. BEARING CH. DIST. L3 N08°49'33"W 32.51' SCALE IN FEET
5.96 i i 3 i C1 235.00' 34°36'08" 141.92' N26°07'37"W 139.78' L4 N43°25'41"W 1 12.35'
C2 160.00' 43*25'14" 121.25' N21°43'04"W 118.37' LAND
1 I 1 I L5 N00°00'28"W 14.34'
1 9�' I 1 I C3 215.00' 34°36'08" 129.84' N26°07'37"W 127.88' �,�� \,
L6 N45°13'16"E 25.35' �c �. ENS
1 2 I 1 4 I 13.00' L7 N89°41'S1 C4 180.00' 43*25'14" 136.41' N21°43'04"W 133.17' "W 35.26' a
1 \ 1 1 1
-------------- C5 45.00' 17°25'50" 13.69' N81°40'13"E 13.64'
1 L8 N08°49'33"W 54.42'
\ 16.61' i ; i L9 N00°00'28"W 46.51' OF- - - - - - - - - - - - - - - - - - - - - - - - - - - -
L10 S72°57'18"W 55.99' Q A.ftE� �'U'B ,
DETAIL "A" DETAIL "B" L1 1 Noo°26'58"E 81.73'
L12 N14°26'59"E 109.34' THIS IS A DRAFT VERSION OF THE PLAT
SCALE 1"=20' SCALE 1"=20' AND IT IS PRELIMINARY IN NATURE. IT HAS J-U-B ENGINEERS, INC.
L13 N00°26'59"E 42.72' NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED. 2760 West Excursion Lane,Suite 400, Meridian, ID 83642-5313
SEE SHEET 2 FOR NOTES, EASEMENT NOTES, REFERENCES, AND SURVEYOR'S NARRATIVE. L14 S60°16'44"E 14.16' NOT FOR RECORDATION p 208 376 7330 wwww.jub.com SHEET 1 OF 4
JOB No. 10-22-020
PLAT OF PLAT BOOK PAGE
PINE 43 FA IRV IEW COM M ERCIA L SUBDIVISION
NOTES EASEMENT NOTES
1. ANY RE—SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN 1. SEE INSTRUMENT NO. XXXX—XXXXXX FOR CITY OF MERIDIAN SEWER AND WATER EASEMENT.
EFFECT AT THE TIME OF THE RE—SUBDIVISION.
2. SEE INSTRUMENT NO. 8108258 FOR IDAHO POWER COMPANY POWERLINE EASEMENT.
2. THE DEVELOPMENT OF THIS PROPERTY SHALL BE IN COMPLIANCE WITH THE MERIDIAN CITY ZONING
ORDINANCE. 3. SEE INSTRUMENT NO. 2019-037533 FOR ACHD SIDEWALK EASEMENT.
3. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN CITY ZONING 4. SEE INSTRUMENT NO. 2019-037529 FOR ACHD SIDEWALK EASEMENT.
ORDINANC AT THE TIME OF ISSUANCE OF BUILDING PERMITS. ALL LOT, PARCEL, AND TRACT SIZES
SHALL MEET DIMENSIONAL STANDARDS AS ESTABLISHED IN THE MERIDIAN CITY ZONING ORDINANCE. 5. ALL EASEMENTS ARE PARALLEL (OR CONCENTRIC) TO THE LINES (OR ARCS) THAT THEY ARE
DIMENSIONED FROM UNLESS OTHERWISE NOTED.
4. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY
AND THE CITY OF MERIDIAN. 6. THE SEWER AND WATER EASEMENT SHOWN HEREON SHALL NOT PRECLUDE THE CONSTRUCTION
AND MAINTENANCE OF HARD—SURFACED DRIVEWAYS, LANDSCAPING, PARKING, SIDE & REAR
5. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM PROPERTY LINE FENCES, OR OTHER SUCH NONPERMANENT IMPROVEMENTS.
APPROVED IN SANITARY RESTRICTION RELEASE.
6. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE WITH ADA COUNTY RECORDER
REGARDING ADDITIONAL RESTRICTIONS.
7. MAINTENANCE OF ANY IRRIGATION AND/OR DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE
RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN
IRRIGATION/DRAINAGE ENTITY OR LOT OWNERS ASSOCIATION.
8. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH
STATES, "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."
9. THIS SUBDIVISION WILL BE SUBJECT TO COVENANTS, CONDITIONS, AND RESTRICTIONS TO BE
RECORDED IN CONJUNCTION WITH THIS PLAT.
10. THIS DEVELOPMENT IS SUBJECT TO THE DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO.
2018-000751.
11 . SURVEY MONUMENTS SHALL BE PRESERVED, SET, AND/OR RESTORED IN ACCORDANCE WITH IDAHO
CODE 50-1303.
12. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN ACCORDANCE WITH SURVEYOR'S NARRATIVE
IDAHO CODE 31-3805(1)(B). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION
WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT. SURVEY PURPOSE: TO DETERMINE THE BOUNDARY OF THAT LAND PARTICULARLY DESCRIBED IN THE
QUITCLAIM DEED, RECORDED AS INSTRUMENT NO. 2021-030864, ADA COUNTY RECORDS, ALSO
BEING A PORTION OF PARCEL 2 OF THAT LAND AS SURVEYED ACCORDING TO RECORD OF
SURVEY NO. 11291, ADA COUNTY RECORDS, IDAHO AND TO INCLUDE SAID PORTION OF SAID
LAND WITHIN THIS SUBDIVISION.
DOCUMENTS USED: SEE REFERENCE DOCUMENTS BELOW LEFT.
BOUNDARY CONTROLLED BY: THE EAST BOUNDARY IS CONTROLLED BY THE BOUNDARY OF THAT
LAND PARTICULARLY DESCRIBED IN THE QUITCLAIM DEED, RECORDED AS INSTRUMENT
NO. 2021-030864, ADA COUNTY RECORDS EASTERLY LINE OF PARCEL 2 OF THAT LAND AS
SURVEYED ACCORDING TO RECORD OF SURVEY NO. 11291, ADA COUNTY RECORDS, IDAHO.
THE NORTHERLY BOUNDARY IS CONTROLLED BY THE SOUTHERLY LINE OF FAIRVIEW AVE.
THE WESTERLY BOUNDARY IS CONTROLLED BY THE EASTERLY LINE OF N. WEBB WAY.
REFERENCE DOCUMENTS THE SOUTHERLY BOUNDARY IS CONTROLLED BY NORTHERLY LINE OF DOVETAIL SUBDIVISION, AS
SUBDIVISIONS: DOVETAIL (BK 122 OF PLATS, PGS 19223-19226) RECORDED IN BOOK 122 OF PLATS AT PAGES 19223 THROUGH 19226, ADA COUNTY RECORDS,
PLEASANT VALLEY (BK 12 OF PLATS, PG 665) IDAHO.
PINE 43 NO. 3 (BK 124 OF PLATS, PGS 19755-19763)
SURVEYS: ROS 6678
ROS 11291
DEEDS: 2019-037532
2019-037535
2021-030864
EASEMENTS: 8108258 p� LAND
2019-037529 ����N
<v �CENS
2019-037533 THIS IS A DRAFT VERSION OF THE PLAT �' , •L
XXXX—XXXXXX AND IT IS PRELIMINARY IN NATURE. IT HAS o�
NOT YET RECEIVED AGENCY APPROVAL 7
NOR HAVE MONUMENTS BEEN INSTALLED.
NOT FOR RECORDATION OF
Q
'SEC A.REfj-UmB
J-U-B ENGINEERS, INC.
2760 West Excursion Lane, Suite 400, Meridian, ID 83642-5313
p 208 376 7330 w www.jub.com SHEET 2 OF 4
PLAT OF PLAT BOOK PAGE
PINE 43 FAIRVIEW COMMERCIAL SUBDIVISION
CERTIFICATE OF OWNERS
KNOW ALL PEOPLE BY THESE PRESENTS: THAT DRB INVESTMENTS LLC, AN IDAHO LIMITED LIABILITY COMPANY, DOES HEREBY CERTIFY THAT IT IS THE OWNER OF THAT REAL PROPERTY
TO BE KNOWN AS PINE 43 FAIRVIEW COMMERCIAL SUBDIVISION, AND THAT IT INTENDS TO INCLUDE SAID REAL PROPERTY, AS DESCRIBED BELOW, IN THIS PLAT:
THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT AN ALUMINUM CAP MARKING THE NORTH QUARTER CORNER OF SAID SECTION 8, FROM WHICH A BRASS CAP MARKING THE NORTHWEST CORNER OF SAID SECTION 8 BEARS NORTH
89°59'19" WEST, 2,652.60 FEET; THENCE ALONG THE NORTH LINE OF SAID SECTION 8, NORTH 89°59'19" WEST, 194.07 FEET; THENCE, DEPARTING SAID NORTH LINE, SOUTH 00°00'41" WEST, 47.39
FEET TO THE NORTHEAST CORNER OF PARCEL 2, AS SHOWN IN THAT CERTAIN RECORD OF SURVEY NO. 11291 RECORDED UNDER INSTRUMENT NO. 2018-024368, RECORDS OF ADA COUNTY;
THENCE, CONTINUING ALONG THE EASTERLY LINE OF SAID PARCEL 2, SOUTH 00°30'23" WEST, 14.00 FEET TO THE TRUE POINT OF BEGINNING;
THENCE, CONTINUING ALONG THE EASTERLY LINE OF SAID PARCEL 2, SOUTH 00°30'23" WEST, 403.63 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL 2;
THENCE, ALONG THE SOUTHERLY LINE OF SAID PARCEL 2, NORTH 89°41'51" WEST, 456.76 FEET TO THE NORTHWEST CORNER OF LOT 4 OF BLOCK 1 OF DOVETAIL SUBDIVISION, AS RECORDED IN
BOOK 122 OF PLATS AT PAGES 19223 THROUGH 19226, RECORDS OF ADA COUNTY;
THENCE, DEPARTING SAID SOUTHERLY LINE OF PARCEL 2, NORTH 08°49'33" WEST, 10.13 FEET;
THENCE NORTH 49°15'42" WEST, 22.83 FEET;
THENCE NORTH 08°49'33" WEST, 32.51 FEET TO THE BEGINNING OF CURVE;
THENCE ALONG SAID CURVE TO THE LEFT AN ARC LENGTH OF 141.92 FEET, HAVING A RADIUS OF 235.00 FEET, A CENTRAL ANGLE OF 34°36'08", A CHORD BEARING OF NORTH 26°07'37" WEST
AND A CHORD LENGTH OF 139.78 FEET;
THENCE NORTH 43°25'41" WEST, 112.35 FEET TO THE BEGINNING OF CURVE;
THENCE ALONG SAID CURVE TO THE RIGHT AN ARC LENGTH OF 121.25 FEET, HAVING A RADIUS OF 160.00 FEET, A CENTRAL ANGLE OF 43"25'14", A CHORD BEARING OF NORTH 21`43'04" WEST
AND A CHORD LENGTH OF 118.37 FEET;
THENCE NORTH 00°00'28" WEST, 14.34 FEET;
THENCE NORTH 45°13'16" EAST, 25.35 FEET;
THENCE SOUTH 89`33'01" EAST, 648.77 FEET TO THE POINT OF BEGINNING, CONTAINING 5.27 ACRES, MORE OR LESS.
END OF DESCRIPTION.
THE EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, HOWEVER THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR THE USES SPECIFICALLY DEPICTED ON THE
PLAT, AND FOR ANY OTHER PURPOSES DESIGNATED HEREON, AND NO PERMANENT STRUCTURES, OTHER THAN FOR SUCH USES AND PURPOSES, ARE TO BE ERECTED WITHIN THE LINES OF SAID
EASEMENTS. ALL OF THE LOTS WITHIN THIS SUBDIVISION ARE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN, AND THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE
ALL LOTS WITHIN THE SUBDIVISION. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN ACCORDANCE WITH IDAHO CODE 31-3805(1)(B). LOTS WITHIN THIS
SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND:
DRB INVESTMENTS LLC, AN IDAHO LIMITED LIABILITY COMPANY
BY:
DENNIS M. BAKER, MANAGER
ACKNOWLEDGMENT CERTIFICATE OF SURVEYOR
STATE OF IDAHO I, MICHAEL A. REYMANN, DO HEREBY CERTIFY THAT I AM A
SS. PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO,
COUNTY OF ADA AND THAT THIS PLAT OF PINE 43 FAIRVIEW COMMERCIAL SUBDIVISION,
ON THIS-----DAY OF____________, IN THE YEAR 20___, BEFORE ME, AS DESCRIBED IN THE CERTIFICATE OF OWNERS AND AS SHOWN ON THE
A NOTARY PUBLIC IN AND FOR THE STATE OF PERSONALLY ATTACHED PLAT IS CORRECT AND WAS SURVEYED IN ACCORDANCE WITH
APPEARED DENNIS M. BAKER, KNOWN OR IDENTIFIED TO ME TO BE THE IDAHO CODE RELATING TO PLATS AND SURVEYS.
THIS IS A DRAFT VERSION OF THE PLAT
MANAGER OF DRB INVESTMENTS, LLC, THAT EXECUTED THE WITHIN p,� LAND AND IT IS PRELIMINARY IN NATURE. IT HAS
INSTEXECRUTEDNT AND THE SAME.CKNOWLEDGED TO ME THAT DRB INVESTMENTS, LLC ��CD4���CENS NOT YET NOR HAVERMONIVED UMENTS AGENCY
BEEN INSTALLED.
NOT FOR RECORDATION
7
NOTARY PUBLIC FOR IDAHO 1
MY COMMISSION EXPIRES______ MICHAEL A. REYMANN, PLS 20917 OF
Q �E( A.RE (rimumB -1
J-U-B ENGINEERS, INC.
2760 West Excursion Lane,Suite 400, Meridian, ID 83642-5313
p 208 376 7330 w www.jub.com SHEET 3 OF 4
PLAT OF PLAT BOOK PAGE
PINE 43 FAIRVIEW COMMERCIAL SUBDIVISION
APPROVAL OF CENTRAL DISTRICT HEALTH CERTIFICATE OF COUNTY SURVEYOR
SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR IN AND FOR ADA COUNTY, IDAHO, DO
SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE
AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE—IMPOSED, IN OF IDAHO CODE RELATING TO PLATS AND SURVEYS.
ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF
DISAPPROVAL.
ADA COUNTY SURVEYOR DATE
CENTRAL DISTRICT HEALTH DATE
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT CERTIFICATE OF COUNTY TREASURER
I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO,
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY PER REQUIREMENTS OF IDAHO CODE 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT
DISTRICT COMMISSIONERS ON THE-------DAY OF___________, 20___. AND/OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS PROPOSED
SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATE IS VALID FOR THE NEXT THIRTY (30)
DAYS ONLY.
COMMISSION PRESIDENT
ADA COUNTY HIGHWAY DISTRICT
ADA COUNTY TREASURER DATE
COUNTY RECORDER'S CERTIFICATE
APPROVAL OF MERIDIAN CITY ENGINEER STATE OF IDAHO
I, THE UNDERSIGNED, CITY ENGINEER, IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO
COUNTY OF ADA SS• INSTRUMENT NO-----------------
HEREBY APPROVE THIS PLAT. I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF JUB ENGINEERS, INC.
AT _____MINUTES PAST------O'CLOCK__.M.,
THIS------DAY OF____________,____, IN MY OFFICE, AND WAS RECORDED IN
MERIDIAN CITY ENGINEER DATE BOOK-----OF PLATS AT PAGES ____ THROUGH
FEE: _ _
DEPUTY EX—OFFICIO RECORDER
APPROVAL OF MERIDIAN CITY COUNCIL
I. THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO
HEREBY CERTIFY THAT AT REGULAR MEETING OF THE CITY COUNCIL HELD ON THE ____ DAY OF
THIS PLAT WAS DULY ACCEPTED AND APPROVED.
MERIDIAN CITY CLERK
P� LAND
�\CENS
THIS IS A DRAFT VERSION OF THE PLAT a
AND IT IS PRELIMINARY IN NATURE. IT HAS
NOT YET RECEIVED AGENCY APPROVAL
NOR HAVE MONUMENTS BEEN INSTALLED.
NOT FOR RECORDATION OF
Q qFC A.RE (rimumB ,
J-U-B ENGINEERS, INC.
2760 West Excursion Lane,Suite 400, Meridian, ID 83642-5313
p 208 376 7330 w www.jub.com SHEET 4 OF 4
Appendix C
ARCHITECTURE OWNER CITY OF MERIDIAN STANDARD NOTES
CSHQA ERIC CENTERS
200 BROAD ST. C&0 DEVELOPMENT,INC.
PINE CON
IDAHO 83702 250 S BEECHWOOD
3 FAX
343-4635 EMAILBOlSE,ID STE 120 _
FAX (23- 343-1858 EMAIL:Eric®baker-properties.net REV.MARCH 2O18
CONTACT: JAMES MARSH e �
EMAIL:james.marsh®cshgo.com LANDSCAPE GENERAL CONSTRUCTION - T 3
w cshga.com RODNEY EVANS+PARTNERS Z C7` o
CIVIL ww RODNEY EVANS 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO ��4
CSHQA 1014 S LA POINTE STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL
200 BROAD ST. BOISE,ID 83706
PAD E RETAIL SHOPS BOISE,IDAHO 83702 �208f 514-3300 SPECIFICATIONS TO THE ISPWC(AND ANY ADDENDUMS),MERIDIAN DESIGN STANDARDS,THE d
(208)343-4635 ww.eandpartners.com REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHE),AND/OR THE REQUIREMENTS OF THE
FAX (23- 343-1858 IDANO TRANSPORTATION DEPARTMENT(ITD).THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL
CONTACT:JEFF WARD DIGLINE NUMBER BE THE CONTROLLING STANDARDS OR SPECIFICATIONS.
EMAIL:jeff.ward®cshga.com (208)342-1585 OR 811
w.cshga._rn 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS
2145 E FAIRVIEW AVE AND DRAWINGS SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION(AVAILABLE ON
THE WEBSITE).FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON
SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED.
3
MERIDIAN, IDAHO THE CONTRACTOR SHALL HAVE PLANS STAMPED'APPROVED FOR CONSTRUCTION"BY THE CITY OF QE€og ®
MERIDIAN ON SITE ALL TIMES.
w &�w
4. ALL CONTRACTORS,SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND APRE-CONSTRUCTION
CONFERENCE PRIOR TO START OF WORK.
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION
OF THE WORK IS REQUIRED.NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR
PRIOR NOTICE. _�
6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. d oa$ sgw�'ag R °
DRAWING INDEX
THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. o
LEGEND GENERAL NOTES €o€3oaQ&o
7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE
APPROVING AGENCIES.AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, F N m E
CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE O W o
CIVIL SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. W cnq
COO COVER SHEET ELECTRICAL TRANSFORMER A FOR SPECIFICATIONS CONFORM TO CITY OF MERIDIAN STANDARDS,THE CURRENT EDITION OF THE IDAHO F� C; Q
C20 EROSION AND SEDIMENT CONTROL PLAN ASPHALT CONCRETE PAVEMENT STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC),THE ACED SUPPLEMENT TO THE ISPWC,AND THE S. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO(A) fn t
C40 HORIZONTAL CONTROL PLAN CITY OF MERIDIAN ADOPTED EDITION OF THE INTERNATIONAL PLUMBING CODE UNLESS OTHERWISE NOTED. BACKFILLINO TRENCHES FOR PIPE;(B)PLACING OF AGGREGATE BASE;(C)PLACING OF CONCRETE;(D) 0 u
050 GRADING AND DRAINAGE PLAN -SD- STORM WATER LINE PLACING OF ASPHALT PAVING. ^ a LU o 3
PORTLAND CEMENT CONCRETE FBI O_N 3
B. THE DRAWINGS INDICATE LOCATION DIMENSIONS REFERENCE AND TYPICAL DETAILS OF CONSTRUCTION. 333
C60 UTILITY PLAN I� O X
THE DRAWINGS DO NOT INDICATE EVERY CONDITION-WORK NOT PARTICULARLY DETAILED SHALL BE OF 9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY m m Q
LANDSCAPE RIGHT OF WAY LINE Q STORM WATER MANHOLE CONSTRUCTION SIMILAR TO PARTS THAT ARE DETAILED. THE PUBLIC WORKS DEPARTMENT,AND THEIR DECISION SHALL BE FINAL.SUCH INSPECTIONS SHALL NOT o W
0 LANDSCAPE PLAN L RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE
1. O PI
L1.5 LANDSCAPE DETAILS C. ALL LOT DIMENSION,EASEMENTS AND CERTAIN OFF-SITE EASEMENTS ARE TO BE TAKEN FROM THE PLAT. MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS.
L2.0 IRRIGATION PLAN ---- PROPERTY LINE o STORM WATER CLEANOUT
L2.5 IRRIGATION DETAILS D. DO NOT SCALE DRAWINGS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY H
APPROVAL IN WRITING PRIOR TO CONSTRUCTION.
---------- EASEMENT LINE •/ CATCH BASIN E. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. WHERE DISCREPANCIES OCCUR,THEY I� M SHALL BE REPORTED TO THE ENGINEER FOR RESOLUTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN �/
ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY �I m
1000 FINISH GRADE CONTOUR(MAJOR) OiiO OIL WATER SEPARATOR F. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS(IE DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING r, N
1"=10'TAKES PRECEDENCE OVER 1"=100'). FROM THE CITY ENGINEER. F+�I
CITYSTANDARDS -- ,DM, -- FINISH GRADE CONTOUR(MINOR) > HEADWALL G. THE CONTRACTOR(S)SHALL REMOVE ALL OBSTRUCTIONS BOTH ABOVE AND BELOW GROUND,AS REQUIRED WATER
FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING AND
1000 EXISTING GRADE CONTOUR(MAJOR) GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES,STUMPS,BRUSH, 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR
-SS- SANITARY SEWER LINE UNDERGROWTH,HEDGES,HEAVY GROWTH OF GRASS OR WEEDS,FENCES,STRUCTURES,DEBRIS,RUBBISH, PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08T AS WELL AS THE STANDARDS AND SPECIFICATIONS
o. o AND SUCH MATERIAL WHICH,IN THE OPINION OF THE ENGINEER,IS UNSUITABLE FOR THE FOUNDATION OF REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1.
X FENCE PAVEMENTS.ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSED OF OFF SITE.
Q SANITARY SEWER MANHOLE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY
H. THE CONTRACTOR SHALL MAINTAIN ALL DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A MINIMUM OF TEN(10)FEET.WHERE IT
o SANITARY SEWER CLEANOUT IS W
O BUILDING DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THANW/
I. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH EIGHTEEN INCHES VERTICAL SEPARATION,THE CROSSING SHALL CONSTRUCTED IN
INFLOW CURB AND GUTTER ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE ACCORDANCCEE WITH SECTIOON 542.07 OF THE IDAHO RULES FOR PUBLIC DRRINKING WATER SYSTEMS
-W- WATER LINE FOR BARRICADES,SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16).
OUTFLOW CURB AND GUTTER AREA. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE
BENCHMARK AND DATUM O WATER METER J. ALL AC PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PA HEEL OR PERPENDICULAR TO THE STREET WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER
10 PARKING COUNT CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. 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 r
WATER VALVE K. THE CONTRACTOR(S)SHALL KEEP ALL AREAS OF CONSTRUCTION CLEAN AND FREE OF DEBRIS.AFTER IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE I+X
ADA COUNTY GIS COORDINATE SYSTEM,MODIFIED ID WEST ® ACCESSIBLE PARKING SYMBOL CONSTRUCTION IS COMPLETE,THE GENERAL CONTRACTOR SHALL PROVIDE FINAL CLEAN UP. WASTEWATER RULES(IDAPA 58,01.16). I••I
TRANSVERSE MERCATOR PROJECTION v FIRE HYDRANT L. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS FOR ACCURACY PRIOR TO 4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE
ORIGIN LATITUDE N41'40' 4 SIGN COMMENCING WITH THE WORK.ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE CROSSES A STORM WATER TREATMENT FACILITY(I.E.SEEPAGE BEDS,DRAINAGE SWALES). a
ORIGIN LONGITUDE W115'45' G GAS LINE ENGINEER.
FALSE NORTHING:0 FT 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING
FALSE EASTING:2625138.999 FT - BIKE RACK M. THE CONTRACTOR SHALL CALL DIGLINE AND HAVE THE LOCATION OF EXISTING UTILITIES MARKED AT LEAST WATER USERS AFFECTED BY CONSTRUCTION.IF WATER SERVICE MUST BE INTERRUPTED,THE rrTT
SCALE FACTOR(TRIMBLE) 1.0001132803 T COMMUNICATION LINE TWO WORKING DAYS PRIOR TO THE BEGINNING OF EXCAVATION. CONTACT OTHER UTILITY OWNERS WHICH CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. ICI
DIGLINE DOES NOT MARK,TO HAVE THEM LOCATE THEIR FACILITIES. en
UNITS:US SURVEY FEET 000 LUMINAIRE
HORIZONTAL DATUM:NAD83(CORS) E ELECTRICAL LINE N. WHERE NO MATERIAL NOTES OCCUR,THE GRAPHIC MATERIAL INDICATION SHALL INDICATE MATERIAL TYPES
VERTICAL DATUM:NAVD88/GEOIDO9 AND ITEMS. SEE LEGEND ON THIS SHEET. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES
HORIZONTAL A,VERTICAL COORDINATES ARE BASED ON IDTD (IDAPA AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION
HORS EPOCH 2OER(PAL COORDINATES
0. ALL NEW CONSTRUCTION TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBLE GUIDELINES NOTE NO. 1. W
N43'39'10.57391" (A.D.A.A.G).
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS(SANITARY
W116'17'00.21354" P. UNLESS OTHERWISE INDICATED ALL DRAWINGS,NOTES WHICH DO NOT READ"NIC","EXISTING',"EXISTING TO SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A MINIMUM OF TEN(10)FEET.WHERE IT IS UI
HT:2589.227' VICINITY MAP REMAIN",OR"BY OTHERS SHALL INDICATE NEW WORK WHICH SHALL BE CONTRACTOR FURNISHED AND NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN N N:724441.996 CONTRACTOR INSTALLED. EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN
E:2483948.698 ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS
EL2644.859 (NOT TO SCALE) Q. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16).
APPROVING AGENCIES OR AS SET FORTH HEREIN,WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST
FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THIS REQUIREMENT IF REQUESTED 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE
BY THE AGENCY OR THE ENGINEER. WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A POTABLE WATER
R. ALL COSTS OF RETESTING PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL
THE OWNER. SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE
ABBREVIATIONS IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE
S. ALL COSTS INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTOR. FAILURE TO WASTEWATER RULES(IDAPA 58.01.16).
CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION.
4. PLACE SEWER SERVICE LINES IN A SIX(6)INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE
T. THE CONTRACTOR IS RESPONSIBLE FOR FILING THE STORM WATER POLLUTION PREVENTION PLAN NOTICE OF SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.,SEEPAGE BEDS,DRAINAGE SWALES).
® AT LF LINEAR FEET - INTENT(N.0.1.)PRIOR TO ANY CONSTRUCTION.
AB AGGREGATE BASE MAX MAXIMUM ROADWAY PROJECT DATE
AC ASPHALT CONCRETE MH MANHOLE ;'Y "` 'i_' U. ALL CONSTRUCTION ADDENDA,CHANGE ORDERS,OR DESIGN CLARIFICATIONS FOR THOSE ITEMS REGULATED 20019.0 05-19-20
ASPH ASPHALT N NORTH/NORTHING rh BY THE CODES MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A
BLDG BUILDING NO. NUMBER _, ' WITH ANY OF THE PROPOSED WORK RELATED TO THE FIELD CHANGE. RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR(24)HOURS PRIOR DRAWN CHECKED
BTM BOTTOM NTS NOT TO SCALE - - - FAIRVIEW AV TO TO ANY CONSTRUCTION.
Ck CENTERLINE OC ON CENTER V. CONTRACTOR SHALL WORK FROM AND HAVE ON SITE AT ALL TIMES ONLY STAMPED,AGENCY APPROVED, JB JTW
C CURVE GINS OIL WATER SEPARATOR 2 - - DRAWINGS FOR THIS PROJECT, 2. ACHE OR LTD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY
CB CATCH BASIN PCC PORTLAND CEMENT CONCRETE - TRENCHES ABOVE THE PIPE ZONE. REVISED
GONG CONCRETE PE POLYETHYLENE it W. IF FIELD GRADE ADJUSTMENTS ARE REQUIRED,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER. Q Cltt COMMENTS
DEPT DEPARTMENT PERT PERFORATED �� PRESSURIZED IRRIGATION JTW 02/04/21
DESC DESCRIPTION PIV POST INDICATOR VALVE X. MANHOLE LIDS AND DRAINAGE STRUCTURES SHALL BE HS-25 TRAFFIC RATED.
CIA DIAMETER PVC POLYVINYLCHORIDE �y 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT
E ELECTRICAL/EAST/EASTING PVMT PAVEMENT 9� - -�)-�Q Y. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER. IN WHICH IT IS BEING CONSTRUCTED.
EG EXISTING GRADE R RADIUS _ -_�
ELEV ELEVATION RE: REFER TO Z. EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE -
EOP EDGE OF PAVEMENT ROW RIGHT OF WAY - RECOMMENDATIONS AND SPECIFICATIONS. WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO SHEET TITLE
EST ESTIMATE S SOUTH DEPARTMENT OF ENVIRONMENTAL QUALITY(DEC)AND THE CITY OF MERIDIAN WATER DEPARTMENT.
FDC FIRE DEPARTMENT CONNECTION SB SUBBASE - COVER
FF FINISH FLOOR ELEVATION SD STORM DRAIN AA. IF A CONFLICT EXISTS BETWEEN THE PLANS,SPECIFICATIONS,OR SOILS REPORT,THE CONTRACTOR SHALL
FG FINISHED GRADE SDCO STORM DRAN CLEANOUT ; CONTACT THE ARCHITECT/ENGINEER FOR CLARIFICATION PRIOR TO CONSTRUCTION. DRAINAGE SHEET
PH FIRE HYDRANT SDMH STORM DRAIN MANHOLE ---
FL FLOWLINE SDWK SIDEWALK AB. SEE LANDSCAPE DRAWINGS FOR LAWN,SHRUB,TREE PLANTING AND IRRIGATION SYSTEM. 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY,ACHE OR LTD SHALL BE RESPONSIBLE
FOG FACE OF CURB SS SANITARY SEWER - - FOR INSPECTION.FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL
FT FEET SSMH SANITARY SEWER MANHOLE AC. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING,POWER,AND COMMUNICATION. BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES;HOWEVER ANY ROOF
G GAS T TELEPHONE -.... DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING SHEET
GALS GALLONS TBC TOP BACK OF CURB AD. THE CONTRACTOR SHALL SUBMIT A SET OF RECORD DRAWINGS TO THE ENGINEER WITHIN FIVE WORKING OFFICIAL UNDER THE APPROPRIATE PERMIT.
GALV GALVANIZED TDH TOTAL DYNAMIC HEAD PROJECT SITE DAYS AFTER THE COMPLETION OF WORK. RECORD DRAWINGS SHALL BE IN ACCORDANCE WITH THE
GB GRADE BREAK TMC TOP OF MOUNTABLE CURB SPECIFICATIONS OF THE JURISDICTION HAVING AUTHORITY.
GRND GROUND TOO TOP OF CURB
GRVL GRAVEL TOW TOP OF WALL AE. SITE GRADING AND PREPARATION,MATERIAL SPECIFICATIONS,AND COMPACTIONS SHALL CONFORM TO THE
HOPE HIGH DENSITY POLYETHYLENE TYR TYPICAL RECOMMENDATIONS OF THE GEOREPORT AND ALL ADDENDA TO THIS REPORT.
IE INVERT ELEVATION W WATER/WEST
INV INVERT W/ WITH 1 AF. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO COMPLETE HIS WORK. ORIGINAL SHEET SIZE
L LENGTH/LINE WV WATER VALVE
24"x 36"
SEDIMENT CONTROL NOTES
A. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN
___ ___ ___ ___ ___ ___ ___—�--- ___ ___ ___ ___ ___ ACCORDANCE WITH THE CITY OF BOISE CONSTRUCTION SITE EROSION CONTROL&
'I ---- SEDIMENT CONTROL PROGRAM AND FIELD MANUAL.
_ __ B. CONTRACTOR OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER
--- _ INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL
N
-- �� --_ MEASURES,IN ACCORDANCE WITH LOCAL,STATE,AND FEDERAL REGULATIONS.________EP_=- ____ __
_________________mayCONST v' _FET - -_�_ _ _ EPA________ _ �� EROSION
- �- r v
�� -"�-- ---- _ `-- � AND SEDIMENT CONTROL PLAN FACILITIES IS THE RESPONSIBILITY OF THE
-.--- --- ------- -- � _—__ - -� _ _ __ -- CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE
gR H
�\� RR� IIZR _ IR IRR�� 'I� _« _ IR@ +R.R- iiiv IRH IRR LOCAL JURISDICTION,AND VEGETATION/LANDSCAPING IS ESTABLISHED. THE
_- �t� a ��I_�-� - -'L , , - DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS
�I�
APPROVED.
_.,t _ ___ _____ - - - - -
``, � D. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE wo,�O. m A
p CLEARLY MARKED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE m E 6w,°M6 H
'� --- ---- ---- CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE lw3Www
-- -- -- PERMITTED. THE MARKINGS SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE gg §UHU
Qw 4�m~G
DURATION OF CONSTRUCTION. oa�e
I y g
E. THE EROSION AND SEDIMENT CONTROL FACILITIES SHOWN ON THIS PLAN MUST BE Sw -- p
I go 8
I I CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES,AND
IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER N =yQpa�w
N I i DOES NOT ENTER THE DRAINAGE SYSTEM,ROADWAYS,ADJACENT OPEN WATER d a w LLA ww
SURFACES OR VIOLATE APPLICABLE WATER STANDARDS. y 7k
6 -
I
z o
F. THE EROSION AND SEDIMENT CONTROL FACILITIES SHOWN ON THIS PLAN ARE
_ I j m',� T I �� MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS DURING E4 ��iu o �W%'min
'' N ++
--- 'T"' � \ 0d T CONSTRUCTION PERIOD,THESE EROSION AND SEDIMENT CONTROL FACILITIES SHALL
yy- BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT m" w w" '>0 3w
SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE +�a Iti- aawo
G. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING �N.I i 1 1
c I H E
THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE O W n m
r /
^ DOWNSTREAM SYSTEM L o c
L•L ;.� $ ,.�'� H. STORM DRAIN INLETS,BASINS,AND AREA DRAINS SHALL BE PROTECTED UNTIL 0 M t
•n \ ,\ '+ 8'p j " --_--_ _ - PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. of
��$D Sb �. \ T I' E I. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS O
POSSIBLE. m D]
I A
S - rr 5 _ ' 'II µo\✓ - J. CONCRETE WASHOUT MUST BE CONTAINED IN AN ABOVE GROUND CONTAINER PER
IDEA STORM WATER BMP#13. N
STOCKPILED TOPSOIL NOTES: O H cC7p
- - ---- 1 �- n -_- - -- --- o L K. STOCKPILES SHALL BE STABILIZED(WITH PLASTIC COVERING OR OTHER APPROVED �
/ DEVICE)DAILY BETWEEN NOVEMBER 1 AND MARCH 31.
Ss o oi\ �T4. L. IN ANY SEASON,SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. _ N
1 w
r
\` f ---- _ _ 7 D 16 STORM WATER NOTES
f_ :
_ c - .
_____ _ .-�r � �- _� 7� .._..� _ _ _ _ __ � M. OPERATORS ARE RESPONSIBLE TO PREPARE AND FILE A NOTICE OF INTENT(NOI)
AS REQUIRED BY THE EPA AND DEVELOP A PROJECT SPECIFIC STORM WATER
`J� __ � ( � POLLUTION PREVENTION PLAN(SWPPP).
L ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE Cltt OF
BOISE STANDARDS AND THE CITY OF BOISE CONSTRUCTION SITE EROSION AND
_ _ - SEDIMENT CONTROL PROGRAM AND FIELD MANUAL
� I
r
SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES 0 D AS
,
Sj, SHOWN THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND
U�,.�; �� � -. — t I J SEDIMENTATA TION,THE CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS
96
` I
\ - ! NECESSARY TO PROTECT ADJACENT PROPERTIES,SENSITIVE AREAS,NATURAL WATER
- 1S5 COURSES,AND/OR STORM DRAINAGE SYSTEMS.
�
_ __ __ -_3 - _ _ - - - _ --_-- P. THE CONTRACTOR SHALL CALL DIGLINE 1-208-342-1585 AND HAVE THE
`r - -- — - LOCATION OF EXISTING UTILITIES MARKED A MINIMUM OF 48 HOURS PRIOR TO ANY !�
E%CAVATIDNS. ►S
\ li
�I
y
INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION.
_ 6 _
II
I
CONSTRUCTION
Q ALL EROSION CONTROL AND STORM WATER FACILITATES SHALL BE REGULARLY
I
\ R. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET
USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR A ANY CONSTRU sx
ACTIVITY IN THE MUNICIPALITY'S RIGHT-OF-WAY.IT SHALL ALSO BE THE
F U T U RESPONSIBILI OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO
I ANY CONSTRUCTION.THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS FOR
TRAFFIC CONTROL AND SAFETY WHEN WORKING IN THE ROAD RIGHT-OF-WAY. pliq ICI
' FUTURE
- S. AT NO TIME SHALL MORE THAN ONE-HALF 1 2 FOOT OF SEDIMENT BE ALLOWED en
I II
PAD G
PAD H ("
- I TO ACCUMULATE WITHIN A PROTECTED CATCH BASIN. ALL CATCH BASINS AND
' I CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PROJECT COMPLETION. THE
CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE
DOWNSTREAM SYSTEM. w
SHEET NOTES N
1. DESIGNATED AREA FOR WASHOUTS.
LEGEND
® � EROSION AND SEDIMENT CONTROL PLAN SCALE:T AREA OF ACTIVE CONSTRUCTION/CONTRACT LIMIT LINE
oxrx =30'
0 15 30 60 - 170
SCALE IN FEET DIOOFILTER BMP#A PER IDEA BMP#63 OR FIBER ROLLS PER PROJECT DATE
20019.0 04-14-20
DRAINAGE ARROWS DRAWN CHECKED
JTW JTW
INLET PROTECTION PER IDEQ BMP#74 OR CATCH-BASIN
INSERT PER DIED BMP#13 REVISED
® SANITARY AND SEPTIC WASTE MANAGEMENT PER IDEQ
BMP#50
VEHICLE SEDIMENT CONTROL PER IDEA BMP#40 1 -
SHEETTITLE
EROSION AND
SEDIMENT
CONTROL PLAN
EROSION AND SEDIMENT CONTROL SHEET
CERTIFICATION C20
(All" JEFF D
CON07-00082 ORIGINAL SHEET SIZE
license number 24"x 38"
HORIZONTAL CONTROL NOTES
A. FOR GENERAL NOTES SEE DRAWING COO. Ea
--- --- --- --- --- --- --- --- --- B. CORNERS,MONUMENTS,REFERENCE MONUMENTS,AND ACCESSORIES TO CORNERS
SHALL REMAIN AND BE PROTECTED.IF DEFACING,INJURY,OR REMOVAL OF /
MONUMENTS IS REQUIRED OR OCCURS TO COMPLETE WORK,THEY SHALL BE
REESTABLISHED AND REMONUMENTED BY OR UNDER THE DIRECTION OF A O p,gym
PROFESSIONAL LAND SURVEYOR.
_- EP--- ------- C. ALL DIMENSIONS ARE PARALLEL TO FACE OF CURB OR FACE OF STEM WALL �y0
EP EP---___ Yi
EPA EP EPA EP EP EPA EP EPA EP UNLESS OTHERWISE NOTED.
EPA ,1------ - 0 EP EP EPA EP EP - D. ALL DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE FAIRVIEW ROW LINE
IRR IRR— ® IRE IRR IRR IRR —IRR—fin —IRR R IRR IRK IR IRR 1 ® IRR IRR IRR IRR IRR IRR UNLESS OTHERWISE SHOWN.
5
-__--- -------- ------- -- --- E. ALL RADII NOT LABELED ARE 4.5'.
9 ' 185.50' 24.00' 13.6T 69.33' 98.6't 33.00' Woo m
13.33' 5.00' A
5.00' O(7 -g Si m S oW
0 0
I o1006' i 'I ggqz h v �<w�'�p�7a
1 9.67' o
Lu
19.00 00.2500' „ co
o3 "aa
9.75' ® 38 0' 25 OO LL o
Ida o.3 «0�
CA5 o 6 .W N.
5 60..90' M
/'� co m
900 0 'ii � LL
® I�
17 00' 10 SCALES 0 ).001-90 00' -.28 50 :'j $ /� Q Lu p
o F x
\ ` \5. 92 STALLS 6 9 Do,:
0'-0108:00 10 50 o I oDo
LL
aIn 0
j n
A I I Ill
\\ R6D 00'
m
�\ ♦ _ ____ O ___ b_ __ ___ O A ____ __ ___ __J L _
Y
1GA0•-- - - -'--- R42.00'R1200' _ -- --- -_ ---
\ 6.00' s Yw - o
® W
�. R30 00' S o 9:00 9.001 9 00 9 001,
-
- - - 8 STALLS 9 00 72.O 7 STALLS®.9 00 63 00 32.75 9 STALLS®9 O0 81 00" $STALLS
0 9,00' -72 00 25.00' J
____ __ _
- - 9 -- - - - ------- oa -----
g
-- _ _ _ _
s® ICI
\ \ 4 W
I
0
I
FUTURE
FUTURE '
I
\ PAD G PAD H 11\ I W w
I
1
I
� 111 I
1 HORIZONTAL CONTROL PLAN
NORTX SCALE:1'=30'
0 15 30
SCALE IN FEET PROJECT DATE
20019.0 04-14-20
DRAWN CHECKED
iTW JTW
REVISED
SHEET TITLE
HORIZONTAL
CONTROL
PLAN
SHEET
C40
ORIGINAL SHEET SIZE
24"x 361.
GENERAL NOTES
A. FOR GENERAL NOTES SEE DRAWING COD.
O
B. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER. It
----- -----
C. ALL SURFACE REPAIR PER ISPWC SD-301,SD-303,AND SD-806. m
------- D. IF FIELD GRADE ADJUSTMENTS ARE REQUIRED,THE CONTRACTOR SHALL NOTIFY
THE ARCH TECT/ENGIN PER.
----------------:-------- EP-Ep E, THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK OR RAMP SHALL BE 17* d
E� ------------ ------------- EP F.
UNLESS ELEVATIONS AND OR CONTOURS ARE OTHERWISE SHOWN, ASPHALT
------- --�- ------ MUST BE PLACED T A FOR POSITIVE DRAINAGE TO CURB, UTTER,AND
IRR, ER RUNOFF COLLECTION DEVICES. NEW ASPHALT SLOPE TO BE MIN. 1.5%
c- A OTHER
UNLESS OTHERWISE INDICATED OR DIRECTED BY THE
--- --- ----------- ARCHITECT/ENGINEER.
/" BE PLACED SO
OB,GUTTER,SIDEWALK,OR THEIR REQUIRED 16�90 16.6 GBW 5 G� WATER VALVES,BLOW-OFFS,CLEAN LITS,AND MANHOLES SHALL
6-5 AS TO NOT CONFLICT WITH ANY CUR A
-GRND 16.39 ORND-\, IMPROVEMENTS. 1 M
----------------- X
H. THE EXISTING SITE INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE
CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS. fig Die
I. REFER TO PINE 43 INFRASTRUCTURE IMPROVEMENT DESIGN DRAWINGS BY JOB
'11661117 9 FOR PROJECT BENCHMARK
16.36 6 15 G. ADD 2600 TO EACH SPOT ELEVATION FOR TRUE ELEVATION.
16.9 1561 H. POLYETHYLENE(RE)PIPE USED FOR STORM DRAINAGE SHALL BE 12- HIGH
tu. 15.62
BENSITY(HANG OR HI-Q OR ADS N-12),UNLESS OTHERWISE NOTED. ZfHE
16,35
155
/- LL ��iu 2
-(8) 16.00 a2
LEGEND: C) L1,,N. E
F-Aft-
76:3
I 0,90 LuIn
6 IIZ71- . I I 1 11 D X.
1 b.6b :,
LL
ASPHALT PAVEMENT SECTION:2.5"AD ON 4�'AB ON IS' SUBBASE.
1b
�L---------- ----
15,99 6 DID
-1 6A0 RE:GEOTICHNIIAL REPORT. to
0 6 E
e1\1T ,!,;,:mmm::7------I CONCREHE SIDEWALK PER ISPWC SD-709 UNLESS OTHER DO
to
15.49
WISE LL
NOTED. N
58
57.17 PAVEMENT/CONCRETE ELEVATION UNLESS OTHERWISE NOTED
--- --- 15.96 _16,30 16.00 I
------------11 ------ 17.00
16.94\ m
14.80
17.10
4) -7----------< J ® SHEET NOTES:1537 .. . . .. 17.2
--- ITIQ
162 16.49
-7 ------ ------
5M I t.44 1. 67 REVERSE PAN VERTICAL CURB PER THE ACHD SUPPLEMENT TO THE ISPWC
W 17,00L- I SD-701 R.
Lu1617
17 16i35 2. 6!'VERTICAL CURB AND GUTTER PER THE ACHD SUPPLEMENT TO THE BRING
-701.
3. TRANSITION CURB AND GUTTER OVER 2'.
4. 4"WIDE STRIPING W1 TWO COATS TRAFFIC RATED WHITE PAINT PER MUTOD
.5 15,6 597 4 2 16-48 STANDARDS,TYPICAL.
mo 8 mom 5. LANDSCAPE AREA,RE:LANDSCAPE DRAWINGS.
6:31 - ---- --- 12
-- ------ -- ---------- -2.
6.1 N7 --- ---
16.3 6.4 E 80 -1 7.00i 7, PAINTED ACCESSIBILITY SYMBOL,RE:C50-1
T:T 6. BICYCLE RACK,RE:C50
8. ACCESSIBILITY SIGN,RE:C50-4.
9. C THICK TRASH ENCLOSURE PAD 4000 PSI CONCRETE REINFORCED WITH
FUTU 10. PELEE PAN RAMP SIMILAR TO ISPAC SD-712A WITH TRUNCATED DOMES PER
ISPAC SD-712.
---- ---- FUTURE
WELDED WIRE FABRIC ON 4!'AD. SEE ARCHITECTURAL FOR ENCLOSUREWALLS
JOINT
AND FOOTINGS.PROVIDE ONE CONTROL DINT IN EACH DIRECTION CENTERED
ON THE PAD.
11. PEDESTRIAN RAMP SIMILAR TO ISPWC SD-712C WITH TRUNCATED DOMES PER
ISPAC SD-712.
PAD H
PAD G
12. 6!' EXTRUDED CURB,TO BE REMOVED WHEN ADJACENT AREA IS DEVELOPED.
11 127 CONCRETE DRAINAGE CHANNEL.
GRADING AND DRAINAGE PLAN
NORi SCALE:V=30'0 15 30 60 90 1'-O%F-6"x.080 ALUMINUM ACCESSIBLE PARKING SIGN,
SIGN TO READ"RESERVED PARKING"WITH IDENTIFICATION
SCALE IN FEET HYDRAULIC STEEL BENDING WITH A BRANDIR AAA RIBBON RACK MODEL"R 4!'WIDE STRIPING, A SYMBOL All"VAN ACCESSIBLE' WHERE APPLICABLE,BOLT 'PROJECT DATE
D PAINT(2)COATS A TO STEEL TUBE WITH)�' CADMIUM PLATED BOLTS,NUTS, 20019.0 04-14-20
MANDRIL,USED TO INSURE SMOOTH 07"ASTM A53 SCHEDULE 40 HOT DIPPED AND WASHERS
K
WALL)OR SIMILAR DRAWN CHECKED
JTW JTW
CURVES ON THE PAC GALVANIZED STEEL PIPE(2.375" CDxO.154
INGROUND
ANCHOR POST ANCHOR SIGN POST.2%2' PERFORATED REVISED
MOUNT OF STALL O
2'-67 1,-6 SQUARE:, , 1,-67 2'-6" (o UA TUBING 127 GAUGE
105"WALL THICKNESS)
IV 2V BACKGROUND PAINT 2.416 LB/FT WEIGHT
HEX HEAD b
(2)COATS BLUE-,,
BOLT
- / ;a:
TOP OF 4!'j W/LOCKNUT®2 FLAT WASHERS
SIDEWALK SHEET TITLE
--T
PAINT STRIPING _-CLASS 3000 PSI CONCRETE GRADING AND
RE OCCURS--_
DRAINAGE
#3 REBAR FOR
f7 2- �Zl j--ANCHOR POST 0�'
WHERE IL
x2)�' SQUARE PLAN
ANCHORS(2 T TUBING(&"WALL THICKNESS),
REQUIRED)LEVEL L./_
'SHEET
WEIGHT
NO PERFORATIONS 1,11
PAINT(2)COATS WHITE
BEADED REFLECTIVE NOTE.-ACCESSIBLE PARKING SIGN TO C50
PAINT -7ALKN WITH END CONFORM TO CURRENT STATE,LOCAL
CONCRETE FOOTINGS 5"WIDE PAINTED STRIPES 2 ADD I
OF STALL STRIPING SECM ATA CODES AND REGULATIONSTAT
BIKE RACK PAINTED ACCESSIBILITY SYMBOL 4 ACCESSIBILITY SIGN ORIGINAL SHEET SIZE
SCALE:NOT TO SCALE 24"x 36"
SCALE: NOT TO SCALE 3 SCALE:NOT TO SCALE
UTILITY NOTES:
-_ A. FOR CITY OF MERIDIAN STANDARD NOTES SEE COO. O�
___ ___ ___
B. FOR GENERAL NOTES SEE COO. 2 xx1 LL 3
C. UTILITY TRENCHING AND BACKFILLING SHALL BE IN ACCORDANCE WITH THE SOILS
REPORT AND LOCAL REQUIREMENTS,AND SHALL COMPLY WITH ALL LOCAL,STATE,
AND NATIONAL SAFETY STANDARDS. yp
EP PJ EPA
EPA EPA EPA EP EPA EPA EP EPA EP D. EXISTING UTILITIES ARE SHOWN APPROXIMATELY AND FOR GENERAL INFORMATION
EPA O EP EP El-EP EPA PURPOSES ONLY.THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL
�-- --------- ---------- __-__-_ EXISTING UTILITIES.
IRR IRR ® IRR IRR IRR IRE IRR IRR IRR IRE IR IRR ® IRR IRR IRR IRR IRR IRR
E. WATER LINES SHALL BE INSTALLED WITH AT LEAST 48' COVER.
® / 1 -__-__-_--_'------------ F. PLACE THRUST BLOCKS AT EACH ANGLED FITTING,TEE,CROSS,REDUCER,CAP,
x 19 I PLUG AND VALVE IN ACCORDANCE WITH ISPWC STANDARD DRAWING SD-403. `O m o
�® I G. MAINTAIN 24" MINIMUM HORIZONTAL SEPARATION BETWEEN TAPS. m N&& w LL?Ce
.8
-I H. BOTH DOMESTIC AND FIRE SERVICE LINES REQUIRE A BACKFLOW PREVENTION DEVICE
14 + i AT THE POINT OF ENTRY TO ANY BUILDING,PLUMBING AND FIRE PROTECTION PLANS biww
F 11.00f IE SHALL PROVIDE INFORMATION ON SPECIFIC DEVICE. $ = & €" g�
DE IGN C UNTS FOR A TAIL F I I. WATER VALVES,BLOW-OFFS,CLEANOUTS,AND MANHOLES SHALL BE PLACED SO AS
FF=17.00 25,65 F HEAVY COMM CIA AR TO NOT CONFLICT WITH ANY CURB,GUTTER,SIDEWALK,OR OTHER REQUIRED
� I I 42+ LF OS n d �zw�g�a
O CO TRIG I G TO THIS TRAP IMPROVEMENTS. i R o�,wq
11 -- --i HDPE i W I J. SEWER MAIN CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE m oa$ i`.w ii
i I ®S=0.5% I �ww off.
I\ I I T I /"� M CITY OF MERIDIAN STANDARDS AND THE ISPWC. 1
I ,62 O 8" HDPE L.V � g Q o ., pia°Hq
®$=0.5% ^ Q I d Kia a �o�3oa°a&`o
J K. ALL SANITARY SEWER MANHOLES SHALL BE 48"DIAMETER AND PER ISPWC SD-501.
SD L. COORDINATE WITH OTHER DISCIPLINES FOR CONDUIT LOCATIONS. O U,p N E
29i LF 8" HDPE i I I Q Q W M c4,
®5=0.5% I I 15.10 GRATE o n1
\\ 1102 F 8"LS,:D
i I i 15.20 RIM 13 n x E-
of L
SWD
1412IE INI••�• � $ fn
11.95 IE OUT wy 131 I
Of LF 8" HDPE SD I i SEEPAGE BED, E I O SHEET NOTES: A m Do x`
41+ LE 8" HDPE III��F I 20i LF 8" HDPE u I # m Q
11V SS \ ®5=0.5% ®5=0.5% I 16 �__ 4 �u
16.DO RIM ®$=0.5% I Rj p LL
\ UP DO
�LIP:14.50 16.09 RIM
`P� GRATE:14.94 17 o GRATE-14.44 12.07 IE IN O /I 9 INVERT:12.77 N 11.97 IE OUT i 4 112 LF 5 11 4 1. POTABLE AND NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE CROSSING PER O �I M
INVERT:12.27
4 D
I CITY OF MERIDIAN WATER NOTES 2& 3. ICI
ss \ ---
`. 17 _ __ _ ____________ d 11 112 LF Q L -D 11i LF O5 2 8" C900 CLASS 150 PVC WATER LINE TYPICAL UNLESS OTHERWISE NOTED M
` O2 173 LF __ ______________I
s 2 163 LF W W w ^ WW W W W W W W W W W W W W W W 3. TIRE HYDRANT WITH 6"C 900 LATERAL PER CITY OF MERIDIAN STANDARD cn
o�
S
2 2583 LF 1 1 DRAWING W8. INSTALL INSTALL
0
1+ � 8 x8"x6"TEE 6"GATE VALVE THRUST BLOCK.
00
5.
O 2+00 3+ 02532 LF 4+00 180'
5 - 5+00 5+85 8"GATE VALVE AND THRUST BLOCK ON MAIN LINE.
SS�jSS SS SS SSA--SS 55 SS SS SS tSS SSA-SS 115
8 0°
SS
SS SSA-SS
1 5 SSMH 1 2
� _____-------------�___ __________ SSMH 2 4. 2"WATER SERVICE CONNECTION PER CItt OF MERIDIAN STANDARD DRAWING W4.
`x o S ✓ \ � ------- - --- ----------------------------------------- COORDINATE EXACT LOCATION OF BUILDING CONNECTION WITH PLUMBING,IF FOR
4 FUTURE USE EXTEND MIN 5'BEYOND PAVING.
12 10 -- 18 18 GRATE:15.47
INVERT:12.97 r 4 I 5. 6" FIRE SERVICE STUB.INSTALL/TEST/FLUSH PER NFPA 24,MIN 5'COVER.
INSTALL 8" MJ x 8" MJ x 6' EEG TEE,AND 6"FLG X MJ GATE VALVE.
GRATE:15.01 483 LF 8" HDPE I INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING r,
INVERT:12.84 ®5-0.5% W12 AT TERMINATION. COORDINATE EXACT LOCATION OF BUILDING CONNECTION
` ... ; 28t LF 8" HDPE �' WITH PLUMBING,IF FOR FUTURE USE EXTEND MIN 5'BEYOND PAVING. W
r--------------- ---GE BED2---
16 15.83 RIM �� 52 LF 8" HDPE I 6. (1)8" 11.25'ELL AND(1)THRUST BLOCK. r,
15.85 RIM SEEPAGE BED 2 _ I 16
SD SD SD SD-®SIDOS a 7. 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W12
; 12.70 IF IN 12.70 IS IN Y�"" ;
OUT 1260 IE OUT-i 11 I 8. REMOVE EXISTING BLOWOFF AND CONNECT TO EXTEND MAIN.
16+ LF DPE T-1
6LF H PE I 9, EXISTING FIRE HYDRANT TO REMAIN AND BE PROTECTED.
\ 13 13 92i LF 5 I 10 30'WIDE PUBLIC UTILITY EASEMENT,
DESIGN ACCOUNTS FOR FUTURE DE N A OU FOR FUTURE j 11 6"SANITARY SEWER SERVICE PER ISPWC SD 511,200%SLOPE MIN.TYPE 1
\\ 6 I BEDDING WITH CLASS A 1 BEDDING SYSTEM AS DEFINED IN THE ISPWC.ALL
SEWER TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH THE TYPE A-1
BACKFILL SPECIFICATIONS OF THE ISPWC. INSTALL STANDARD SERVICE MARKER a hi
J` I PER CITY OF MERIDIAN STANDARD DRAWING SW3.COORDINATE EXACT LOCATION I..I
OF BUILDING CONNECTION WITH PLUMBING,IF FOR FUTURE USE EXTEND MIN 5'
BEYOND PAVING. r�
® 1 UTILITY PLAN 12. REMOVE EXISTING'T-TYPE CLEANOUT AND EXTEND MAIN AT SAME SLOPE AS M
EXISTING STUB. �..)
ORTH SCALE:T=30' 13, CLEAN OUT PER ISPWC S1-506.
0 15 30 60 90 120 I ,
14. CLEAN OUT PER ISPWC SD-SO6A. Wj
SCALE IN FEET V J'
15. 'T'-TYPE CLEANOUT PER CITY OF MERIDIAN STANDARD DRAWINGS S1. F�
U
16. 1000 GALLON SAND AND GREASE TRAP WITH 20"BAFFLE SPACING PER ISPWC
0+00 1+00 2+00 3+00 4+00 5+00 6+00 SD-624. GRATED LID WHERE SHOWN.
262 2620 17, INLET CATCH BASIN TYPE I PER THE ACHD SUPPLEMENT TO THE ISPWC SD-601. I� N
18. INLET CATCH BASIN TYPE III PER THE ACHD SUPPLEMENT TO THE ISPWC SD-603.Q
19, APPROXIMATE LOCATION OF SECONDARY IRRIGATION CONNECTION,RE:IRRIGATION
DRAWING FOR BACKFLOW.
_ -----_____-_
--- -
- XISTING GRADE
261 -_ -- FINISHED GRADE 2615
SEEPAGE BEDS
ALL BEDS CONSTRUCTED PER ACHD BMP 20
PROJECT DATE
SSMH 2 20019.0 05-19-20
STA:4+51.30 SEEPAGE LENGTH WIDTH ROCK DEPTH BOTTOM SEASONAL
$TA:4+77.85
�STA:2+64.55 6" FIRE SERVICE LINE RIM:2616.41 BED (Ef) (FT) (Ff) OF ROCK HIGH GW DRAWN CHECKED
STANCE LINE 2" DOMESTIC SERVICE LINE
SSMH 1 6" FIRE SERVICE LINE STA:4+68.55 INV IN:2604.95 8" PVC 1 66 20 6.5 7.5 4.0 JTW JTW
261 STA:0+77.85 2" DOMESTIC SERVICE LINE INV OUT:2604.85 8" PVC 2610
RIM:2614.77 2 133 22 6.5 7.4 4.0 REVISED
INV IN:2603.16 8" PVC QLPE COMMENTS
INV OUT:2603.06 8" PVC JTW 02/15/21
CITY COMMENTS
STA:4+44.40 3 JTW 02/23/21
6" IE:2604.87
Q STA:3+02.50 STA:4+39.90 SHEET TITLE
STA:2603.10 6" IE:2604.27 6" IE:2604. 707't o1 8' PVC®0.42% 2605 UTILITY
260 STT:2602.93 6' IE:2603.99
8' IE EXIST:2602.97 STA:1+60.60 ------------
6STA:5+85.28
" IE:2603.68 400't of 8" PVC®0.42
8" IE:2605.39 PLAN
57'i of 8" PVC®0.42%
2100
21't of 8" PVC 00.42% 26°° SHEET
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 C60
SS PROFILE
SCALE:1'=30'HORR,1'=3'VERTICAL ORIGINAL SHEET SIZE
24"x 36"
PLANT SCHEDULE
QTY i KEY i BOTANICAL NAME COMMON NAME ISIZE I NOTES
DECIDUOUS SHADE TREES
17 A4 Acar mbmm"Artnslrong' Artnsirong Maple 2-CAL.BSB Class II-45'H 11
27 GT Gled4s,idacanlhos'Shademas Shademaster Honeylocus+ 2-CAL B&B Class ll-45'Hx35'W
11 PM PI..
aperifolia'Morton Circle' EXCLAMATIONITM Landon planabee 2'CAL.B&B Class II-55'H x 35'W a z f 1F
10 ZS Zdkova senale'Grean Vasa' Green Vase Zelkove 2-CAL.B&B Class II-45'H x 30'W ¢N ¢
5 TT Tilla bmenbsa'Sashazam' Satin Shadowy Linden 2-CAL 8&S Class II-35'H x 20'W W W¢U F
CONIFEROUS TREES
9 CD Cedrus deodaa'ShallmaY Snallmar Deodora Cedar 6'7'HGT.B&B 15'H x 12 W Q Q O -
3 PA Pi—ebles'Columnads' Columnar Norway Spruce 6-7'HGT.B&B 20'H x 10'W
4 PC Plcea pungens'FasOglaU' Columnar Blue Spence 6'-]'HGT.B&B 40'H x 20'W RODNEY EVANS+PARTNERS a+++7+
15 PP Picea pungens'Hcopsii Hoopsii Sp,- g-]'HGT.B86 40'H x 20'W reandpaMers.com+208-514-3300+I014 S.I.a Pit,,Boise,Idaho 83706
ORNAMENTALTREES
11 MA Malus x'Royal Raindrops' Royal Raindrops®Flowering Crabapple 3'CAL.B&B Class I-20'H x 15'W
1] PY Pm.caII., a'Capi.l, Capkal Flowering Pear 2'CAL.B&B Class I-35'H x 16 W q
8 PR PanoBa pemlca'Ruby Vese' Ruby Vase®Persian Ironwood 3'CAL.B&B 3-5 MIClass I-30'H x 15'W E W'o€?:
SHRUBS/PERENNIALS/ORNAMENTAL GRASSES saw=5wtu ®
1. AR Aluga repgns'Black Scallop' Black Scallop Carpel Bugle #1;24'o.c 6'H:2'W o €a o rc o€g
2. BG Buxus x'Green VaNeY Green Velvet Box— #2 3'H x 3'W a rc o
124 CA Calamegros8.x.culiflora'Karl Foerste# Foer ,r,Feather Reed Gass #2 456 H x T W W V a o 0
S5 CM Carex monowii'Ioe Dance' Ice Dance Japanese Sedge 41 Z H x 3'W y w w a
45 EA Euonymus alaius'Compadus' Dwart Burning Bush #5 0'H.6'W
50 MR Mahonia rep— Creeping Oregon Grape IN:36-o.c. 2'H x 3'W
18 PF Pnlaxh I Friar's Phoilnia #5 B'Hx hotl e .01
'W '3 3Jfdzp° p
24 PL Pmnus lauroceasus'Otlo Luyken' OWLuyken English Laurel #5 4'H.4'W •'d o
22 PO PM1YsocarPus opuli(olius'Monlo' Dia I,0 Ninebark #5 5'H x 5'W
15 RH RM1amnus frangula'Columnada' TaIlM1edge BucklM1ome #5 12'11x34'W
5 genre r3o<°aao
L
RF RudbecklaMgId var.sullivandl'Gold—' Odd—Black-Eyed 5usan #1 2'Hx3'WSSSedum spa bIle'Auiumn Joy Autumn Joy Sedum #1 2'H x2'WWVS Veronica spirata'Pumleidous' Purpleicious Speedwell #1;38'o.c. 1.5'Hx 1.5'W LU
Veronica spicata'Purpleidous' (~0 L
#1-36"o.c. Mahonarepens Ajuga.,,Wns Sink Scallop'
#1-36"o.c. #1-24"o.c. cl WW 0
n O
/I� � of O
L,.s 5 12 12 6 2s 3 E.FAIRVIEW AVE. pR ICI o m
13 RH AA pv 10 zs BG 10 L1.5 MA 12 13 13 12 10 Z N
E xA M
WN
2 ---------- —
CA 2 24 EA CD 1 10 14
46 PA PL 9 PC R EA
CM .I. 3 RF 10 11 is l (Jl
PR BG
OPOSED PR MR
PO BUILDING LV w
3
2
I
11
GT 2 9 I � LL O co
I(': 5
3
7s cM I (DE)
0 W
BG 4 o
I re
GT I�1
� 1 Bockk 21 �
\\ 3 (•l PR MR I D 0— �l LL 1033#\ \ MA J 7 MR 11 3 LL W
CAFIR
PP\ 11
' EA BG 3 11 BG 5
\\ t.i 5 l PC 11 RF I t I
AA o --------- -0------- ---------- — ! M
20
LANDSCAPE LEGEND
\ 2 v
r,
\\ 1 46 8 1 2 2 9 W W
SS PV 2 PO PO CA 4
CA 4
\\ a VS CD _ -- -- --- OO TREES I PLANTS TO BE INSTALLED
————————— ———
?�r I,.*
n
—————————— EDGING AS DETAILED
V 2 PO PO PO PO -- PROPERTY LINE(VERIFY)
Gy I 15 ('l Po 10 �
9� pP pF 6 6 B 6 6 8 SANDSTONE BENCHES AS
•\ \ CA RF CA CA RF CA DETAILED
14
+, 6 2 2 2 2 a CONSTRUCTION
1 \ C 11 4 GT GT 4 GT GT GT 4 GT BG PLANT IDENTIFICATION KEY DOCUMENTS
MA (a GT 6 _
\ 7 RE KENTUCKY BLUEGRASS/
4 l \ 5T 77 7T 7TT77757 TTF PERENNIAL RYE TURF SOD
Z$ 6 Li 5 AND TOPSOIL AS SPECIFIED
1 PROJECT DATE
\ \ FP CASCADE BARK MULCH AT 3' 20019.0 04-30-20
\ \ •� \\\ ( 2 ER TOPSOIL AS
SPECIFIED
DRAWN CHECKED
p° FUTURE LP
3 FUTURE 5 p REVISED RE
5 O 3 CALLOUT NOTES #
PAD G � PAD H �Hmes ELow ER Oq�O_2020-CITY COMMENTS
\ L1.5 1. PRO POSED MOUNUMENT SIGN BY OWNER
2. PRO POSED TRASH ENCLOSURE
3. PROPOSED BIKE RACKSBYARCHITECT
4. TEMPORARY CONCRETE CURB
1 5. FUTURE BUILDING PADS - -
MA I 6. EXISTING SIDEWALK 'SHEET TITLE
]. PROPOSED EARTH BERMING
CONCRETEPATI LANDSCAPE
1 8. PROPOSED CONCRETE PATIO BY OTHERS
I g. GRAVACHD LSHOULDER PLAN
•, 2 2 6 10 pM 25 1 9 GRAVELGHT OF WA PER ACHD REQUIREMENTS
MA GT PP CA BG PM 73 11 11. PROPOSED LIGHT POLE STANDARDS
BG $$ 3 8 3 ."' 12. EXISTING POWER POLES I OVERHEAD POWER
® LE
LANDSCAPE PLAN :.'.: CD PP GT 14, VISIONTRIANGD
16 4. PROPOSED SHALL
BE TONE SMOOTH U IN VARYING
NG AS-SIZE -FT
PM (+� (� O BLOCKS SHALL BE SMOOTH CUT IN VARYING SIZES-
SCALE T-W 3'Wx6'Lx2'H,2'Wx2'Lx2'HAND4'Wx4'Lx2'H
0 15 30 60 90 120 7 13 (+� (+� (, (, (l r• 15. PASSIVE GREEN SPACE AS REQUIRED BY THE CITY
1 16 — — s$ 16' RE 8 — — INCLUDING SANDSTONE SITTING AREAS,BERMING
SCALE IN FEET RE FAID UTURELANDSCAPE SCREENING. L l ■0
— 1 — — — — 1fi. FUTURE PRIVATE ACCESS ROAD
MA 8
CA ORIGINAL SHEET SIZE
—, 24"x 36"
o
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. CHARACTER
MAY
TUTI CONSIDERED IF BE MADE WITHOUT MATE IALSC APE ARCHITECT$NNOTBEOBTAINED.PRIORWRITTEN APPROVAL.ALTERNATE MATERIALS OF SIMILAR SIZE AND
CHARACTER MAV BE CONSIDERED IF SPECIFIED PLANT MATERIALS CAN NOT BE OBTAINED. G ti O Q
3. CO ORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. W W Q V
4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START-UP.
5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. V
8. 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 O
HEALTHYCONDITION.
7. IN THE EVENT OF A PLANT COUNT DISCREPANCY,PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND CALL OUT SYMBOL NUMBERS. E
8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"DEPTH OF CASCADE COMPOST(2-MINUS).SUBMIT SAMPLE FOR APPROVALPRE-EMERGENT HERBICIDE RODNEY EVANS+PARTNERS a++++
SHALL BE APPLIED PRIOR TO MULCH INSTALLATION. .-dpartners.com+208-514-3300+1014 S.La Pom,,Boise,Idaho 83706
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 REMOVE ANY PLASTIC,BURLAP,NAILS,OR OTHER
DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. MATERIALS FROM THE ROOTBALL WHICH MAY LIMIT
10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE SITE CIVIL GRADING PLAN. ROOT GROWTH
11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 10M SQUARE FEET.ROTO-TILL ORGANIC MATTER A MINIMUM OF
INCHES IN TO TOPSOIL. CONSTRUCT 2"EARTH BERM TO FORM A WATER zLLo y w
12. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM'PLANTING TABLETS.QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. RETENTION BASIN,FILL BERM WITH MULCH,AS p, €�
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 SPECIFIED E a w€W LL H
TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3"BELOW ADJACENT SURFACES OF PLANTER BED AREAS,1.112"BELOW ADJACENT SURFACES OF TURF SOD AREAS,AND 1" ' 9-Up
BELOW ADJACENT SURFACES OF TURF SEED AREAS. MULCH,PER PLANS,F DEPTH OVER ENTIRE BED.DO i °z S
14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE.SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT.VERIFY SUITABILITY AND CONDITION OF NOT COERCROWNSOF PLANTS a 'o ®
TOPSOIL ASA GROWING MEDIUM.PERFORM SOIL TEST/ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS.TOPSOIL SHALL BEA LOOSE, - - \/�\ ' \/\/ _ _ AAaoygo€g
FRIABLE,SANDY LOAM,CLEAN AND FREE OF TOXIC MATERIALS,NOXIOUS WEEDS,WEED SEEM,ROCKS,GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO PROVIDE COMMERCIAL FERTILIZER TABLETS AND a� 3
7.01 IF NSITE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS,CONTRACTOR IS RESPONSIBLE TO EITHER: J� III \ \\ BIOSTIMULANT,AS SPECIFIED,FOR EACH SHRUB V3w°'b000�
A)PROVIDE APPROVED IMPORTED TOPSOIL,OR
B)IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT. =� =L-BACKFILL WITH APPROVED TOPSOIL AND SOIL A=LENGTH,AS SPECIFIED y wm ii
15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED,ENSURE IT IS FERTILE,FRIABLE,NATURAL LOAM,SURFACE SOIL,REASONABLY FREE OF SUBSOIL,CLAY AMENDMENTS,AS SPECIFIED.BACKFILL IN 6"LIFTS, OR PER PLANT SCHEDULE `^ °
LUMPS,BRUSH,WEEDS AND OTHER LITTER,AND FREE OF ROOTS,STUMPS,STONES LARGER THAN 21NCHES IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC - -T WATER EACH LAVER,00 NOT TAMP OR OVER q, ,p - pC 'aN z z w€^a a
II�I�III= II- COMPACT. B=85%OF'A' 6 i� '' "o.it
MATTER HARMFUL TO PLANTGROWTH.
Saw �z°wp
A)OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THOSE FOUND ON THE PROJECT SITE.OBTAIN TOPSOIL ONLY gg
FROM NATURALLY,WELL-DRAINED SITES WH ERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES. 12" WIDTH OF 12" CONSTRUCT 6"MOUND OF TOPSOIL �witi o°-p€zWoua
B)REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY,FERTILITY,TOXICITY,AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY MIN. FOOTBALL MIN.
ANDCOPIESOF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE CONTRACTOR.NO 5 8ma �`0.3o<°aao
TOPS OIL SHALL BE DELIVERED INA FROZEN OR MUDDY CONDITION.ACIDITY/AL KALINITYRANGE-PH,5.5TO7.6. NOTES: PLAN VIEW FINISH GRADE PER PLANS
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 6.0"FROM THE BACK OF SIDEWALK. 1. SHRUB SHALL BEAR SAME RELATIONSHIP TO GRADE AS IT DID IN NURSERY. GROUNDCOVER PLANTING PER PLANTING PLAN O B4O O
18. TREE$SHALL NOT BE PLANTED WITHIN THE 1Y-0"CLEAR ZONE OF ALL STORM DRAIN PIPE,STRUCTURES,OR FACILITIES. 2. WATER SHRUB TWICE WITHIN FIRST 24 HOURS. LU r U
19. STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION 3. THIN BRANCHES AND FOLIAGE BYY. MULCH,PER PLANS,3"DEPTH OVER ENTIRE BED.
SYSTEM. 4. DO NOT CUT LEADERS TO RETAIN NATURAL SHRUB SHAPE. DO NOT COVER CROWNS OF PLANTS w Q t
20. IN THE EVENT OF A DISCREPANCY,NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 5. FOR CONTAINER GROWN PLANTS THAT ARE ROOTBOUND,SPLIT THE FOOTBALL WITH 3 EQUAL SPACED
VERTICAL CUTS. TILL SOIL TO A DEPTH OF I2',BACKFILL WITH 0 �?
APPROVED TOPSOIL AND SOIL AMENDMENTS,AS Q W
TOPSOIL NOTES SPECIFIED. A o N N
HR B PLANTIN V1 o
S U G I••I
1. TOPSOIL REQUIREMENTS:MATE 15268 HARMFUL RANGE OF N TG]FOUR PERCENT ORGANIC MATERIAL MINIMUM FREE OF STONES 1/21NCH OR LARGER IN ANV DIMENSION T x
AND OILSOUXTRANEOUSXISTIN TOPSOILFRM PLAREASO OF
TH 1 NOT TO SCALE - - \/ /\\ SUBGRADE 00 m U-
2. REASONABLY FREE
OFF EXISTING GTOPSOP,BRUSH,AREAS AND OTHER LITTER,
ITTER,AND
DF ED.TOPSOIL SHALL S,FERTILE,FRIABLE,NATURAL LOAM,SURFACE SOIL, III-\\\//�/\\//\/ \ \ O LL
REASONABLYFRETHER EXTRANEOUS
OR TO IC MAT ER EDS HARMFUL
OT PlEANTGROWDFREE OIL OOTS,SHALL STUMPS, T ACHIEVE
HIS REQUIREMENT.
INCHES IN ANY
DEPRSEN,AND VE SAMPLES
BE TESTED
DFOR TTERHARMFULTO AND GENERAL TEXTURE TOPSOIL A RECOGNIZED BE SCREENEDOMME ACHIEVE GOVRNMENT AGEN 1ZT 1
3. THE ESTIJ G AGE CY'S FIN SHALL N RECOMMENDATIONS ACIDITY,PERTSHAL LBE FUR ISH E TO HE BY ARCHITECTS
REPRESENTATIVE
B T E GOVERNMENT AGENCY AND COPIES OF3'DEPTH OF MULCH AT PLANTER =II- II-LL�III=III - O N
THE TESTING ACHIEVES SPECIFIEDINGSD
AND RECOMMENDATIONS REQUIREMENTS.
MENT.RE-TEST
HOD TO THE ARCHITECT'S REPRESENTATIVE B ENSURE
REQUIREMENTS
CONTRACTOR.ALL HAVE BEEN MET.N BE BEDS - � i -11�
AMENDED TO HAL BE
LACED I HIL PH AND FR ORGANIC REOUIREME ITS.RE-TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET.NO S" M
TOPSOIL SHALL BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION. SECTION
4, PL ACE TOPSOIL BRING AREAS SURFACE
WHERE REQUIRED FINISHOBTAINRADE,AS
REQUIRED.
SCHEDULED.PLACE TOPSOIL DURING DRY WEATHER.PROVIDE ADDITIONAL IMPORTED TOPSOIL T/\ M
REOUIRTED TOPSOIL
THICKNESS
PROPOAT THE ED FOLLOWING
OLLO NGRADE,: REQUIRED.
5. A. I-A TEDTOPSOILTHIES MINI AT O ASNEC NECESSARY
- - O
III- a -111=�h' w'I=II IIF- NOTES:
A. LAWNERBEDS 1 INCHES
MINIM MAS NECESSARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. ICI-III L=� j .-E= W
B. PLACE TOPSOIL
TO SMOOTH,EVEN
MUM 'TT _ _ 1. ALL GROU SPECIFIED
R PLANTS TO PRE-EMERGENT
PLANTED ON FACTUR ER AND INA TRIANGULAROMMENDATIONS PATTERN.
6. FINE E FINISH GRADE
F OPSOILS ALL BE 2"BELOW WITH LOOSE,RARE FPAVEMENTS RE.RE MOVE RIDGES 1"FOR SLDEPRESSIONS,AS REQUIRED TO MEET FINISH �*' APPROVED TOPSOIL AND SOIL 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDCOVER
-Tii,11=111-III'-11_I=17-�11T-
GRP OIL FINISH GRADE ATIOPSTO SHALL BE EDCOR FINISH GRADE EROSION
AND
SEDIMENT
FOR CONTROL
PLAIN.
1"FOR SEED. -III-I I-III-I"-' AMENDMENTS AS SPECIFIED BEDS.
]. ALL GRAVEL,
EL,SU ILE BASE,AND NS OTHER BELOVED FILLM MATERIALS
WITH OTHER THAN TOPSOIL
PSOILS ALLONONTROLOCKPI FINISH GRADE,
8. ALLGRAVEL,SUBBASE,AND OTHER ORDMPORATERIALSOTHER THANTOPSOILSHALLONREAS STOCKPILED INNDSCAP PROPOSED REASIMPERVIOUS BEING CONTAMINATED
PER PLANS
ROCK MATERIALS SHALL BE STOCKPILED U TEMPORARILY PLACED I PROPOSED LANDSCAPE AREAS C PREVENT LANDSCAPE AREAS FROM BEING CONTAMINATED WITH PLANTER BED CUT EDGE G R O U N D C O V E R / PERENNIAL I
ROCK MATERIALS.CONTRACTOR SHALL SUBMITA DETAILED STOCKPILE PLAN TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK
OPERATIONS.
(TYPICAL AT TREES IN TURF AREAS) NOT TO SCALE PLANTING NOT TO SCALE
WEED ABATEMENT NOTES:
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. ► 1�
4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN(14)DAYS.AT CONCLUSION OF THIS WATERING PERIOD,DISCONTINUE
r , �/
WATERING FOR THREE TO FIVE(3-5)DAYS. W
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 FRe
TURF AREA PREPARATION NOTES: ROOT FLARE TO BE AT SOIL LINE PREVAILING WIND DIRECTION ROOT FLARE TO BE AT SOIL LINE. L>
O � (/
PREVAILING WIND DIRECTION
1. LIMIT TURF ADED SADEPREPARATIOEN SUBGASTO BE PLANTED.
2. NEWLVGRADOTHE EXTRA:LOOSEN U RANDE TO A EGALLY DISPOSE
T OF 4HEM OFF OW REMOVE STONES LARGER THAN IINCH IN ANY DIMENSION AND STICKS,ROOTS,
RUBBISHREAD LAN ING SOIL
OVER
RLOOS LOOSENED
LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. SOIL LINE REMOVE O INTERNATIED ONAL
SOCIETY AND '
3. SPREAD ELEVATIOSOILOVERING SILT SLLOWFE. SOIL LINE AIRS
E TORICU TURFS STANDARDS;
REMOVE OEADIDAMAGED BRANCHES AND rT
4. UNCHANR DUCEGED
ED SU ELE OF VATION INT TURF
IS TO BE PLOW FOR SOILTHICKNESSASUN OF UNALTERED
OD. ARBORICULTURE STANDARDS IMPROPERLY ^I
PRUNE TO INTERNATIONAL SOCIETY OF
5. UNCHANGED SUBGRA ILA IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR UNDISTURBED BY EXCAVATING GRADING OR SURFACESOIL STRIPPING OPERATIONS PRUNED TREES AS DETERMINED BY THE
ARBORICULTURE STANDARDS:IMPROPERLY
(
PA. REMOVE
EXISTING
SOIL AS FOLLOWS: LANDSCAPE ARCHITECT)SHALL BE REMOVED L�
PRUNED TREES(AS DETERMINED BY THE C-'
A. REMOVE EXISTING GRASS,VEGETATION,AND TURF, C NOT MIX INTO SURFACE SOIL. AND REPLACED.DO NOT REMOVE MAIN
LANDSCAPE ARCHITECT)SHALL BE REMOVED D
B. LOO BEN SURFACE SOIL 6 INCHES
O S IL LEAST IL TO
HOMOGENEOUS
AMENDMENTS AND FERTILIZERS ACCORDING TO PLANTING SOIL MIX PROPORTIONS AND MIX a LEADER!I yl
THOROUGHLY VENTS DI 6INCHES OF SOIL.TILL SOILTO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. AND REPLACED.DO NOT REMOVE MAIN
EADER!1
6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE LOOSENING. S RUBBER CINCH TIE r,
A. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS,ROOTS,TRASH,AND OTHER EXTRANEOUS MATTER. RUBBER CINCH TIE W
B. LEGALLY DISPOSE OF WASTE MATERIAL,INCLUDING GRASS,VEGETATION,AND TURF,OFF OWNER'S PROPERTY. 2'x 2"WOOD STAKE(LENGTH AS
7. MINIS
GRADE PLANTING AREAS TO A SMOOTH,UNIFORM SURFACE PLANE WITH LOOSE,UNIFORMLY FINE TEXTURE.GRADE TO WITHIN PLUS OR MINUS I/2 INCH REQUIRED)-DO NOT PENETRATE ROOTBALL,
2"x 2"WOOD STAKE(LENGTH AS
OF FINISH ELEVATION.ROLL AND RAKE REMOVE RIDGES AND FILL DEPRESSIONS TO MEET FINISH GRADES.LIMIT FINISH GRADING TO AREAS THAT CAN BE PLANTED IN THE SEENOTE I.SET STAKES PARALLEL TO
REQUIRED)-DO NOT PENETRATE FOOTBALL. L�
IMMEDIATE FUTURE. o, PREVAILING WIND. 11
SEE NOTE 1.SET STAKES PARALLEL TO
8. MOISTEN PREPARE AREA BEFORE PLANTING IF SOIL IS DRY.WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. E NOT CREATE MUDDY SOIL. N
9, BEFORE PLANTING,OBTAIN LANDSCAPE ARCHITECT'S ACCEPTANCE OF FINISH GRADING;RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH - PREVAILING WINO.
GRADING. REMOVE TREE WRAP TRUNK PROTECTION, •eg
3 AFTER INSTALLATION
CONSTRUCT 2"EARTH BERM AT EDGE OF
CONSTRUCT 2-EARTH BERM AT EDGE OF FOOTBALL,FILL TREE RING W/MULCH,AS
U SPECIFIED.
ROOTBALL,FILL TREE RING WI MULCH,AS
SPECIFIED. -" F THICK MULCH LAYER,KEEP MULCH 3"AWAY CONSTRUCTION
3'THICK MULCH LAYER,KEEP MULCH F AWAY FROM TRUNK.
FROM TRUNK. 0 DOCUMENTS
a FINISH GRADE
FINISH GRADE
COMMERCIAL SLOW RELEASE FERTILIZER
TABLETS
ON a SIDES OF HOLE ROUGH 8 UNEVEN 0 a -' COMMERCIAL SLOW RELEASE FERTILIZER PROJECT DATE
\ _ TABLETS 20019.0 04-30-20
F ,I L mJll m r,-= BACKFILL WITH APPROVED TOPSOIL AND y i SIDES OF HOLE ROUGH&UNEVEN
yyy- yyy SOIL AMEN 3'LIFT,WATECIFIED.
BACKFILL IN 6'LIFTS,WATER EACH LAVER, DRAWN CHECKED
_II TAMPLIGHRYASREQUIRED,BACKFILL BACKFILL WITH APPROVED TOPSOIL AND LP RE
WIDH WIDTH WIDTH WIDH WIDTH WIDTH WIDTH WIDTH WIDT WIDTH SOIL AMENDMENTS AS SPECIFIED.
OF BALL OF BALL OF BALL OF BALL F BALL SOIL EVEN W/TOP OF FOOTBALL, OF BALL F BALL OF BALL OF BALL F BALL BACKFILL IN 6"LIFTS,WATER EACH LAYER,
5'MIN.DIA. DO NOT OVER COMPACT!! TAMP LIGHTLY AS REQUIRED,BACKFILL
TREE RING 5 MIN.DIA. SOIL EVEN WI TOP OF FOOTBALL, REVISED
SET ROOTBALL ON NATIVE,UNDISTURBED TREE RING
SOIL DO NOT OVER COMPACT!!
NOTES: SET ROOTBALL ON NATIVE,UNDISTURBED
NOTES: SOIL
1 ROOTBALLLU F SYN HETIC BURLAP IS UTITWINE,AND WIRE LIZED ZED TO WRAP HE ROOTBALL,IT SHALLET FROM TOP%OF ROOTBALL E ALL
COMNAILS,
PLETELY REMO ED.ONLY FROM NOTES:
BIODEGRADABLE BURLAP SHALL BE LEE,ON THE BOTTOM OF THE FOOTBALL. 1. REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP OF FOOTBALL.REMOVE ALL NAILS,TIES,AND PLASTIC FROM SHEET TITLE
2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION;HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO ENSURE REMOVE L,IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL,IT SHALL BE COMPLETELY REMOVED.ONLY
AFTER SLTREES ARE PLANTED ON WHIHTEVER AND ISTEAT THEY RE ALL STAKING SHALLT FOR LENGTHREMOVED
YD OF RIOD
YEAR BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. LANDSCAPE
AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER.ALL STAKING SHALL BE REMOVED AT THE END OF THE 2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION;HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO ENSURE
WARRANTY PERIOD. THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR
3. INTHEEVENTOF QUESTION OR LACK OF CI-ARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER.ALL STAKING SHALL BE REMOVED AT THE END OF HE DETAILS
ARCHITECT BEFORE PROCEEDING. WARRANTY PERIOD.
4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT 3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE
MATERIAL. ARCHITECT BEFORE PROCEEDING.
5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING 4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT
METHOD.SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. MATERIAL. SHEET
6. WATER TREE TWICE WI THIN THE FIRST 24 HOURS. 5. WRAPRUBBERCINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING
7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED,NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. METHOD.SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE.
8. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0"IN WIDTH,PROVIDE TREE ROOT BARRIER(DEEPROOT 6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS.
#24-2 OR APPROVED EQUAL).LOCATE ROOT BARRIER AT BACK OF CURB AND EDGE OF SIDEWALK.ALL TREE INSTALLATIONS 7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED,NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. ■ ■�
SHALL CONFORM TO ALL AGENCY APPROVAL REQUIREMENTS,CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. L
3 DECIDUOUS TREE PLANTING 5 CONIFEROUS TREE PLANTING
NOT TO SCALE NOT TO SCALE ORIGINAL SHEET SIZE
24"x 36"
SYSTEM OPERATIONAL NOTES IRRIGATION NOTES DRIP IRRIGATION NOTES
z
0
SYSTEM OPERATION. 1. SYSTEM DESIGN BASTHE D ON SOURCE ANDSUMPTIA OHE THE AVAILABILITY OF26 G.P.M. 14. FRIGATI ORMAT UPON COMPLETION
SHALL STALLPROVIDE IONAND PRIOTE R
TO ILTFIN DRAWING IT.PDF 1. THE PLAEDEQUAL.SHALL BE IRRIGATED WITH A RESPONSIBLE
ETETARM DRIP ALLTHEDRIPYSTEM F
(BASED ON HISTORICAL CLIMATE) WITALL LATERAL
RAP.S.I.AT THETHAT
ARE AND 40 LABELP.S.I..AT THE HEADS. THE ENTIRE
SYSTEM
OF GUARANTEED
TO
PRIOR COMPLETE
AND PAYMENT. DETAILS ROVIDE.THE MMUFATRACTOR IBCOMME NATIONS AND HEFOL FOLLOWING
AS PER
2. ALL LATERAL LINES THAT ARE NOT LABELED SHALL BE 3l4"DIAMETER. 15. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN DETAILS PROVIDED,MANUFACTURER'S RECOMMENDATIONS AND THE FOLLOWING W
CONTROLLER SETUP: 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS ACCEPTANCE; REQUIREMENTS: F" W
DEMOLITION OR CONSTRUCTION OPERATIONS.ANY DAMAGE TO EXISTING UTILITIES RE PAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THOSE TWO YEARS A. NETAFIM TECHUNE HCVXR DRIP TUBING SHALL BE USED FOR FORMAL PLANTER BED O
A CYCLING TECHNIQUE WILL BE USED FOR APPLICATION OF WATER,EACH STATION RUN SHALL BE CONTRACTOR'S RESPONSIBILITY. SHALL BE FREE OF EXPENSETO THE OWNER. AREAS..53 GPH EMITTER®18"EMITTER SPACING AND 18"ROW SPACING SHALL BE C V z
TIME WILL BE APPLIED WITH THREE(3)DIFFERENT START TIMES.THEREFORE STATION 4. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL,MECHANICAL, 16. AS PART OF THIS CONTRACT,PERFORM AT NO EXTRA COST WINTERIZATION AND USED. Qy06
RUN TIMES REFLECT ONE THIRD(113)THE TOTAL APPLICATION.PEAK WATER APPLICATION AND ELECTRICAL ENGINEERING SHEETS. SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD YEAR). B. A LOW VOLUME CONTROL ZONE KIT SHALL BE INSTALLED PER EACH ZONE.SEE NOTES, 0.W0.,�W Q V �I
WILLWILL REQUIRE IRRIGATION EVERY NIGHT.SET CONTROLLERS FOR START TIME#1 AT 5. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND 1T ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY LEGENDS AND DETAILS. VE" ✓ OZ/O4
M.,START TIME#2 AT 12:00A.M.,AND START TIME#3 AT 5:30A.M.EXTEND WATER SLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. AND PERFORMANCE SPECIFIED,AND SHALL MEET THE REQUIREMENTS OF THIS C. ALL ZONES SHALL BE INSTALLED WITH A MANUAL LINE FLUSHING VALVE.SEEDETAIL. U GE,u WINDOW IF REQUIRED TO MEET PEAK WATER REQUIREMENTS. 6. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. SYSTEM,USE MATERIALS AS SPECIFIED,NO SUBSTITUTIONS SHALL BE PERMITTED D. ALL DRIP TUBING SHALL BE BURIED AND STAKED TO PREVENT EXPOSURE OF PIPE fq oq�
APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN.FIELD WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER OR LANDSCAPE ARCHITECT. THROUGH MULCH AS DETAILED.
INITIAL STATION RUN TIMES: VERIFY LOCATION.ALL ENDS OF SLEEVES SHALL BE TAPED OR CAPPED AND 18. IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTS TO 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO IN TALL THE DRIP SYSTEM SO THAT THE
RODNEY EVANS+PARTNERS
MARKEDWITH A 2"X 4"PAINTED STAKE EXTENDING TO 24"ABOVE GRADE.STAKES SPRINKLER NOZZLES.SPRINKLERS,PIPE,AND OTHER IRRIGATION EQUIPMENT OPTIMUM AMOUNT OF WATER IS APPLIED TO ENSURE THE HEALTH OF ALL PLANT MATERIAL.
DRIP ZONES:SHRUBS-6-7 MINUTE CYCLES. SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE.ALL LOCATIONS TO FIT THE AS-BUILT SITE.ADJUST HEAD AND PIPE LOCATIONS AS EXTRA EMITTERS ARE TO BE INSTALLED AT ALL TREES PLANTED WITHIN THE PLANTER BEDS ..dparmers. +208-514-3300+1014 S.La Pointe,Boise,Idaho 83706
SPRAY ZONES:TURF-5 MINUTE CYCLES. SLEEVES SHALL EXTEND A MINIMUM OF 18-BEYOND BACKOF CURB OR EDGE OF REQUIRED TO AVOID DAMAGING EXISTING TREE ROOTS.ADJUSTMENTS SHALL TO INSURE PROPER WATERING IF NECESSARY.
ROTOR ZONES:TURF-5 MINUTE CYCLES. PAVEMENT.PROVIDE COMPACTED BACKFILL AS NECESSARY AT HARD SURFACE ENSUREHEADTO HEAD COVERAGE AND NOT OVERSPRAY THE BUILDING OR OTHER 3. THE CONTRACTOR IS RESPONSIBLE TOSCHEDULE A MEETING WITH THE LANDSCAPE IRRIGATION MATERIAL LEGEND
LOCATIONS. IMPROVEMENTS. ARCHITECT AND THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH ANY IRRIGATION
SYSTEM BALANCING: T THIS WORKOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR 9. IRRAVIEMEION NT ADJACENT TO LANDSCAPEING LAYOUT IS ATIC.WHERE LINES ARE SHOWN BELOW AREAS.THEY SHALL BE LOCATED IN 4. I ALL TPVC LATERAL LINES FROM VALVESALLATION IN ORDER TO REVIEW OTOKHEADERS ARE TO BE BURIED AT MINIMUM DEPTH _
AS THE SYSTEM OPERATES,SOME ZONES WILL BE WET WHILE OTHERS ARE DRY.ADJUST TO BE DONE.
8. IRRIGATION CONTROLLER(S)ARE TO BE LOCATED AS SHOWN ON THEPLAN. LANDSCAPE AREA UNLESS SHOWN WITHASLEEVE SYMBOL. OF TWELVE INCHES(12').SIZE AS NECESSARY.(SEE PIPE SIZING NOTES ON THIS SHEET.) SYMBOL DESCRIPTION
ONLYTHOSE STATIONS WHICH REQUIRE ADDITIONAL OR LESS WATER.FOREXAMPLEJE CONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY A LICENSED ELECTRICIAN 20. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. 5. AFTER INSTALLATION OF THE IRRIGATION SYSTEM THE CONTRACTOR IS RESPONSIBLE TO vEii'o�w`�wxw
STATION#,A SPRAY ZONE IS ALWAYS DRY,CHANGE THE STATION RUN TIME FROM FIFTEEN PER LOCAL CODES.IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND CONDITIONS PROVIDE THE OWNER WITH AS-BUILT DRAWINGS AND INSTRUCTIONS FOR MAINTENANCE OF ' 'PROS-04-PRS30-CV SERIES POP-UP SPRAY
•ooeoom
(15)MINUTES TO SIXTEEN(16)MINUTES.CONTINUE MAKING ADJUSTMENTS UNTIL THE CONNECTIONS TO 24 VOLT IRRIGATION CONTROL WIRE INSIDE THE BUILDING PRIOR TO CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS. THE DRIP SYSTEM. 6A e 0 2 s o HUNTER
c5 ' zSoG ®SPRINKLERS.NOZZLE AS INDICATED ON PLANS.
ZONE TMENT TO
ADJUST WET
ACCEPTABLE.USE NOZZLE CHANGES OR NOZZLE SCREW ATHROUGH LELE ELECTRICAL
WORK
MEET OR EXCEED
21. IN THE EVENT OF DISCREPANCY,IMMEDIATELY NOTIFY THE LANDSCAPE 6. PROVIDE NETAFIMIRRIGATION.BURY
R PER DETAILS TO ENSURE ADJUST
SHRUB AND TREE CATIONRECEIVES S a€pp
ADJUSTMENTS TO ADJUST WET AND DRY AREAS WITHIN AZONE. 9. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C.,STATE CODES,LOCAL CODES, ARCHITECT. ADEQUATE IRRIGATION.BURY NETAFIM AS SPECIFIED.ADJUST NETAFIM LOCATION TO OBTAIN ,.5202.5304.05.06.08.0
AND MANUFACTURER'S RECOMMENDATIONS. COMPLETE COVERAGE.REFER TO NOTES FOR SPECIFICATIONS. &DO&DO 'HUNTER'S INDICATEDPRB-R
SERIES ROTOR SPRINKLERS.
10. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT TO 0.-0.75SR,.0SR1.55R 2.OSR 3.OSR NOZZLE AS INDICATED ON PLANS.
THE SURFACE AS A RESULT OF TRENCHING OPERATIONS. 'HUNTER ICV-101G-FS-R-AS40 AND ICZ-10140(AT
11. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR DRIP MATERIAL LEGEND DRIP ZONES)ELECTRIC REMOTE CONTROL VALVE pp x99"ZOw'
ADDITIONAL REQUIREMENTS. C m `w3i€yz
WITH ADJUSTABLE ACCU-SYNC PRESSURE LL
12. ALL 24 VOLT POWER WIRES SHALL BE#14 AWG COPPER.ALL ABOVE GROUND 120 d yy
REGULATOR.SEE ZONE SCHEDULE FOR VALVE SIZE. a:[
VOLT AND 24 BACK
THE SHALL BE IN CONTROLLER VC FOR
ONE ALL ER COMMON
SHALL BE Jy
PROVIDED BACK TO THE CONTROLLER FOR EACH VALVE.ALL COMMON WIRES NETAFIM- JJJJ NETAFIM- NETAFIM- DTF 'HUNTER'REMOTE CONTROL VALVE LABEL ITS
F
SHALLBE#12AWGCOPPER.ALL 24 VOLT WIRES SHALL BE TAPED TOGETHER AT TEN +IIII ,-\�,\ \1l w�ai�w9wy
FOOT(10'-W)INTERVALS.
AREA ONE JJJ� AREA THREE AREA FIVE TURFSPRAV,D=DRIP), 5 Q O w i-�>oo0
13. INSTALLATION SHALL COMPLY WITH ALL NATIONAL,STATE,AND LOCAL LAWS AND PVC LATERAL SUPPLY DRIP IRRIGATION F�a o.3oa°aao
ORDINANCES.
p p p p NETAFIM- NETAFIM- NETAFIM- CLASS 200 SOLVENT WELD PVC IRRIGATION O W r U
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AL
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S PROJECT DATE
OaR CALLOUT NOTES! v aEe ° 20019.0 05-01-20
\ \ \`TS 15 a S�J ,.ssR FUTURE 15 DRAWN CHECKED
6,.5 1) FUTURE 1 1. CONNECT NEW 1-1/2"IRRIGATION SUB MAINLINE WITH SADDLE TAP TO EXISTING PRESSURIZED LP RE
R4\a PAD 15 IRRI ATION MAINLINE IN THIS APPROXIMATE LOCATION,SIZE TO MATCH MAINLINE(FIELD VERIFY)
6 a6 �5 ) PADG 5 REFER TOCIVIL PLANS FOR ADDITIONAL INFORMATION.
REVISED
�i 8 2. CONNECT NEW 1-1/2"IRRIGATION SUB MAINLINE WITH SADDLE TAP TO FUTURE PRESSURIZED
6 1 5 IRRIGATION MAINLINE IN THIS APPROXIMATE LOCATION,SIZE TO MATCH MAINLINE(FIELD VERIFY).
i }8a REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION.
}1 g ,5 • 15 15
2'WIRESLEEVE.ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS REQUIRED.
TS16
T�1 7>0 ° 15 5 L2.5 4. WALL MOUNT INDOOR IRRIGATION CONTROLLER IN FIRE RISER ROOM AS SHOWN.CONNECT 120 SHEET TITLE
J e 15 I CONDUIV LT AS TL ABOVE IRRIGATION CONDE TJRACTOR HALL BE RESPONSIBIRES SHALL BE LOCATED IN LE TOO CIATELY SIZED
OORDINATE WITH
a 12 2 $ OT D5 5 IRRIGATION
CERTIFIED ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS.IRRIGATION
/ TS 18 e; e 5 CONTRACTOR ING HAS SURE ALL CONTROLLER OPTIONS N T BE ES AREOWNER FULLY QED.REVISE PLAN
Vie'., g 12 tL-1) ,) ® 5 15 AFTER TRENCHING HAS FINISHED.CONTROLLER LOCATION TO BE OWNER APPROVED.REVISE
t0 12 _ _ LOCATION AS REQUIRED.
I e 1 2"SLV
0 12 12 5. EXTEND EXTRA WIRES TO THIS POINT.COIL APPROXIMATELY 24"LENGTH OF EXTRA WIRES IN
2 12 1) 1) 1T 1) 1) ) 0-SIR 1.5SR 1.56R 1.55R 1.56R 1.55R 1.55R 1.55R1
I ° � SEPARATE VALVE eOX AT THIS LOCATION. SHEET
a 1)
1 6 ] - - 12 6. FUNCTIONALITY.
NOZZLE
WITH CrS-T-END OF DRIPZONE LINE TO ENSURE PROPER
FUNCTIONALITY.NOZZLE WITH(TS-T-O).
OVERALL IRRIGATION PLAN NSTALL MANUAL FLUSH VALVES ATENDOF DRIP LINE FOR MAINTENANCE PURPOSES.
24 0
30 0 30 60 ,I0 8. IRRIGATION PIPING LAYOUT IS SCHEMATIC.WHERE MAINLINE,LATERAL LINE AND OTHER
MATERIALSARESHOWN IN ASPHALT OR CONCRETE HARDSCAPE AREAS,IT SHALL BE LOCATED IN ORIGINAL SHEET SIZE
SCALE: 1"=30-0' ADJACENT LANDSCAPE AREAS.
24"x 36"
m m 12"ROUND VALVE BOX
QUICK COVERCOUPLER VALVE WITHF
IIIII III Illll' o CP21.t
111=1I1A I
=r= - FINISH GRADE E LD O
�1IIIIIIII I I-- FINISH GRADE I�-II1-111-1I1 C V z ROTOR POP-UP SPRINKLER FILTER FABRIC BARRIER� V n'rPREFABRICATED I"SWING JOINT AS z ��T� LASCO BRASS STABILIZER Q0.�CFJ
MANUFACTURED BY LASCO OR APPROVED - = 7 8"DEEP PEA GRAVEL g
--- EQUAL - - -� q O gx O
11=III=1113 �d c�x "
RODNEY EVANS+PARTNERS
° d SCHEDULE 80 NIPPLE a++++
1
,uIJ�Io1� -IIIA-=1== =1 - - - - reandparmera.com+20g-S14-3300+IOIO SLa Pointe,Boise,Idaho 83706
MAINLINE(24"DEEP MIN.)
1-11I=11 -�_-II II=1I1-111=11 ll_- 1=ll_-I 1= WC DISC FILTER
3/4"SCH 80 UNION ADDT 12"x 18"VALVE BOX AS
90°STREET ELLS NECESSARY
111-111-1- 711= 11 -1I1�1 1I1=1 I= �i q
SCHEDULE 80 NIPPLE REMOTE CONTROL 3/4"PRV m^ y a p m LL
11'X 77"VALVE BOX AS 90°STREET ELLB � - - VALVE AS SPECIFIED ZO
/ SPECIFIED / SCHEDULE 40 " I -I ~�
yswc-�
8"ADS _ _ _ FITTINGS - - 3/4"SCH 80 UNION ¢z�Na�€g
III-I— A—I= FINISH GRADE a . 5
LEEMCO'LV SERIES' PVC SCH 40 TEE OR ELL CLASS 160 P.V.C. kj
- $ QUICK COUPLER VALVE CLASS LATERAL
ANGLE VALE SIZE AS CLASS 200 PVC LATERAL LINE LINE
REQUIRED (MIN.12"DEEP) w ii�9 Z°w'
MAINLINE pp y3ww"+a°w
NOT TO SCALE 4 C Y `w3w€uaiQa
SCHEDULE 40 PVC MAIN ROTOR POP-UP SPRINKLER 3 fl = � °p:=`
�= y°a
LINE,PER PLANS 4 NOT TO SCALE Q�WO �ia°w`i'
Air =I z_ MZF I.P.S 5 ma 3oa°aao
6"DEEP PEA GRAVEL = =�- r 1i m-m - COUPLING
- -� 11�.ITll�1f,111 n� FLOW
SUMP �I-III-I- =1 r I= k-� O F~O ISO E
-1I1 111 -III I�1I-1I1- -1r111
II -111.- -llbll= _ Il�lr
LEEMCO'LTS SERIES' -II- --II-
{=I I I=1I1 1r-I '=
SADDLETAPOR _ _ - FINISH GRADE BRICK SUPPORT W 2
LI= -III-III-I I1=1I I-III-III-III-I I1=1 I1=1I-I I1=1I C�=1I I� 0 25sz
APPROVED EQUAL.SIZE - 10"ROUND VALVE BOX (1.EA.CORNER) O 5 AS REQUIREDTO �1-I- POP-UP SPRINKLER 1 -1-L-I- = - - = =ll- , -1' AIL m 5zi55
CONNECT TO - 6"ADS LENGTH AS REQUIRED 1 CU.FT.PEA m
-I LI I- _
PRESSURIZED MAINLINE I mM PREFABRICATED I"USCG OR A AS GRAVEL SUMP a LL
ll1�1ll1 MANUFACTURED BY LASCO OR APPROVED MAINLINE
END VALVE FOR DIRECT Z N
PRESSURE IRRIGATION EQUAL MAINLINE CONNECTION GATE VALVE IS FILTER FABRIC
MAINLINE. SIZED THE SAME AS THE MAINLINE IN M
Ill11 WHICH IT IS INSTALLED REMOTE CONTROL VALVE ~ v
PVC MAINLINE 1111,
1 - x A M
11 NOT TO SCALE M
,IIT11111T11 WITH 3/4 FILTER V1
I A 11=11 I P-1-111111=I I I=1I A I1=11 I1-111-111 1_
i-1 FLOW u
-1II=1 1- -11 p III=�II=II-
C•
111111111111111111111111 1I 1111111111111111111111111111111 111111111111111 1
_1 :.
POINT OF CONNECTION IilifII 111=11a11 11= PVQB°"'°TEEQRELL MULCH
-I I� III=I 1 1 1L�L III m
1 -11111 FINISH GRADE
(SADDLE TAP) NOT TO SCALE MIN 12"DEEP) I1111j11111 TAPE AND BUNDLE CONTROL IN-LINE EMITTER DRIP TUBING
CLASS 200 PVC LATERAL LINE
m =m WIRE AT IO'-W INTERVALS ALONG DEPTH PER PLANS
5 POP-UP SPRINKLER =III1ll= =II- =� MAINLINE
I' OPERATION INDICATOR-
NOT TO SCALE CONCRETE THRUST BLOCK WITH RAIN BIRD MODEL:OPERIND �
REBAR ANCHORS -VAN NOZZLE MAY BE SET TO
9 ISOLATION VALVE SCLOEESED,ORIF IT I THE NOZZLE,
FINISH GRADE BEE ED,ORI FROM THESIRED T,
NOT TO SCALE SET THE ARC TO Y PATTERN.THE
FLOW FROM THE NOZZLE,0.3
LINE FLUSHING FOR IN THE SYSTEM DESIGNED
2" VALVE#TLSOV
FROM AUTOMATIC IRRIGATION
WALL SPRINKLER ID TAG,RAIN BIRD VID SERIES OR
CONTROLLER PER PLANS VALVE BOX APPROVED EQUAL
SEE SPECS I PLASTIC VALVE BOX WITH LOCKING
I RECTANGULAR HEAVY DUTY
JUNCTION BOXES CAULK LID,AS
UCKWIIRER 13 OPERATION INDICATOR
BOTH L USE
BLACK WIRE R LED NEATLY,
PROOF WIRE
BUILDING FLOOR USE 3M DBY WATER PROOF WIRE
r /""1 I� To TECHLINE CONNECTORS NOT TO SCALE
�`CY��"`CCCYYY^"CCUYY^' 17MM TUBING
. ^ �OOO - FINISH GRADE W
FINISH GRADE " BUILDING REMOTE CONTROL VALVE AS W
FOUNDATION BRICK SUPPORTS SO I��GI - - = � SPECIFIED MANUAL FLUSH VALVE
SCHEDULE 40PVC -T- -�_::•:r.�i I ll= I- PLUMBED TO Techlmn HCVXR REFER TO MAINLINE. - (THREE) rt m DETAIL. START CONNECTION
III 2"SCHEDULE 40 PVC 1 lll UNION
� Techline®HCVXR DRIPLINE
II�11-111 �1G111 -�I� rl
- SCHEDULE 40 PVC LATERAL(12" N
3/4"GRAVEL SUMP I 1 MIN.BURY)
1 111 11 1 11- (1 CUBIC FOOT) �d I 1-1 FILTER FABRIC BARRIER
II�II Illdl ' 'v.:11�11- J0000-u IIb11
= =I VALVE BOX EXTENSION AS
III-111-1 1=111�1I-1I1=11 II L_0_0 J jug,II REQUIRED
-Ti=II=ll1 ll�=III -
NOTE; I-III=II1�11-III-T =T11 PAVING BRICK(10F4) CONSTRUCTION
1. COORDINATE CONDUIT INSTALLATION WITH ELECTRICAL AND FOUNDATION INSTALLATION. '1- -
AU CONTRTIC OLLER ER IRRIGATION MANUAL LINE NOT TO SCALE PLUMBED TO TUBING NG VALVE 6'
1-111111a11
MF DOCUMENTS
6'DEEP PEA GRAVEL SUMP
2 co 0 6 I -I 1 1.1=_ =- =11
MAINLINE AS SPECIFIED -I- -I-I -�- - = 7C 24 VOLT COMMON AND CONTROL
-I-�- -� -I� -= WIRETOVALVE
d"VALVE (24'MIN. OR
MARKER - HARCO SCH 40 PVC GASKETED
TAPE AND BUNDLE _ -1 -1= � PROJECT DATE
CONTROL IRE AT I1'-0" "-IICIII-II - SERVICOR ROMAAPPROVED
O.C.INTERVALS ALONG SADDL ORAPPR 202N PIPE 20019.0 05-01-20
MAINLINE NOTE: SADDLE OR APPROVED EQUAL
DRAWN CHECKED
IIIm=mI 1.USE SCH.80 PVC NIPPLES AND FITTINGS.
FINISH lll- 4-P.V.C.SLEEVE LP RE
FINISH GRADE 1Tn FOR ROW SPAC NG AREA PERIMETER
_1T1-11 - REMOTE CONTROL VALVE LOWVOLUMECONTROLZONE
FINDERS TAPE - 1 O KIT-REMOTE CONTROL VALVE, O REVISED
FIV DEEP) SCH.40 1= NOT TO SCALE PERIMETER LATERALS FILTER AND PRESSURE
2"TO 4"FROM EDGE CITY COMMENTS
-�-1NISC REGULATOR. Q1 02�04/021
FITTINGS -I- DRAIN VALVE
NOTE:
IATERAL LINE - DRAIN VALVE WITH'T" FINISH GRADE
(MIN.12-DEEP) DRAIN ROCK -1 HANDLE OR OF MULCH 1. CENTER FEED LITE LAYOUTS ALLOW ZX MAX TUBING VMIN PVC/POLY TUBING TO
C.F.MIN. APPROVED EQUAL LENGTH OF STANDARD LAYOUTS. CONNECTION;SIZE AS
SAND OR ROCK FREE O 2, PLACESOIL STAPLE EVERY Y'5'PLUS TWO ON EACH TEE, INDICATED ON PLANS.
SOIL AROUND ALL PIPE LOW POINT IN ELBOW OR CROSS. SHEET TITLE
MAINLINE,SIZE PER _ g 3. BELOW ARE MAX LINE DISTANCE FOR CENTER FEED LITE
MAINLINE II1�1I II PLANS j
LAYOUT@30PSIINLET;REFERTOFULLCHARTFORIRRIGATION
(24"DEEP MIN.) mGALTERNATE PRESSURESTAPE AND BUNDLE ll11L1L SCH.80 NIPPLE III—III III—IIIRm
a DETAILS
++++���++LL" .33 @ 12"o.c. =327' .63 @ 12 o.c. =I_
CONTROL WIRE AT IO'-0" - - =II,- .33@18"o.c. =464' .83@18"o.c. =341'O.C.INTERVALS ALONG 111-11-1IE
M^INLINE -111-aFit
PICAL TECHLINE LAYOUT
-I- I111111F aiyNOT TO SCALE SHEET
GI= -1�'- Techline LATERAL
- NOTE. SPACING PER PLANS
1L-,11-1�1-11a1.1=I1�11=_111=11�11=_11�'
1. DRAIN LINES MAY BE DIRECTED TO THE SITE DRAINAGE SYSTEM TOPSOIL AND AMENDMENTS AS
mm�--III=111T WHERE APPLICABLE.REFER TO PLANS FOR MORE INFORMATION. SPECIFIED 25
3 TRENCH SECTION 7 MANUAL DRAIN VALVE OTECHLINE SUBGRADE INSTALLATION ORIGINAL SHEET SIZE
NOT TO SCALE NOT TO SCALE PLANTER BEDS NOT TO SCALE 24"x36"
UTILITY NOTES:
A. FOR CITY OF MERIDIAN STANDARD NOTES SEE COO.
B. FOR GENERAL NOTES SEE C00. Nyo�dQ
N C. UTILITY TRENCHING AND BACKFILLING SHALL BE IN ACCORDANCE WITH THE SOILS 2 w m o
REPORT AND LOCAL REQUIREMENTS,AND SHALL COMPLY WITH ALL LOCAL,STATE,
AND NATIONAL SAFETY STANDARDS. S+� � SSP
N EPA EPA Ep_ EPJ Ep EP EP EPA EPA EP EPA EP D. EXISTING UTILITIES ARE SHOWN APPROXIMATELY AND FOR GENERAL INFORMATION
EPA EP EP EP EP EPA PURPOSES ONLY.THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL
--------- ----E------ __-__-__-_ EXISTING UTILITIES.
_
® IRR IRR- ® IRR IRR -__-__-__-__-__-__
IRR IRR- IRR IRR IRR IRR IR RE ® IRR IRR IRR IRR IRR IRR E. WATER LINES SHALL BE INSTALLED WITH AT LEAST 48"COVER.
� �' ------- F. PLACE THRUST BLOCKS AT EACH ANGLED FITTING,TEE,CROSS,REDUCER,CAP, .o m =
19 I PLUG AND VALVE IN ACCORDANCE WITH ISPWC STANDARD DRAWING SD-403. - €o
'k6f u
�® I G. MAINTAIN 24"MINIMUM HORIZONTAL SEPARATION BETWEEN TAPS. m N&& w ?Ce
iow
- -I H. BOTH DOMESTIC AND FIRE SERVICE LINES REQUIRE A BACKFLOW PREVENTION DEVICE
14 i AT THE POINT OF ENTRY TO ANY BUILDING,PLUMBING AND FIRE PROTECTION PLANS
SHA
LL PROVIDE INFORMATION ON SPECIFIC DEVICE. $ =q
f 11.00f IS I I u8� g�
DE IGN C UNTS FOR A TAIL F I I. WATER VALVES,BLOW-OFFS,CLEANOUTS,AND MANHOLES SHALL BE PLACED SO AS
FF=17.00 25,65 F HEAVY COMM CIA AR TO NOT CONFLICT WITH ANY CURB,GUTTER,SIDEWALK,OR OTHER REQUIRED C - =
I I 42f LF�5 ^ n C W v 'aN`B�wg"��d`
E -A CO TRIG G TO THIS TRAP IMPROVEMENTS. -
11 I -- --i 483 LF 8"HDPE i W I J. SEWER MAIN CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE m oa .w HN6
i I ®5=0.5% I �ww off. $",
I\ I T I /"� M CfIY OF MERIDIAN STANDARDS AND THE ISPWC.
I 162 LF 8"HDPE L.V o H us^�Hq
I I K. ALL SANITARY SEWER MANHOLES SHALL BE 48"DIAMETER AND PER ISPWC SD-501.
16 SD I- i L. COORDINATE WITH OTHER DISCIPLINES FOR CONDUIT LOCATIONS. O I--N.N E
29}LF 8"HDPE I I
�, vv ®5=0.5% I I I ED GRATE ` D ��yy 1 � M
\� 1102 LF 8"HDPE I I FBI t
` I I 15.20 RIM li 13 M
\}k\ on ®5=05% f 14 I I 1205 IF IN li � $ -
I I 11.95 IE OUT
13 13 1
SID SD LF SD SEEPAGE BED' E O SHEET NOTES: A °
` v O} ®8S OD5% 4 20}LF 8"HDPE I I o
41}LE 8"HDPE f I m
®5=0.5% 16 16.00 RIM ®$=0.5% lu I y p LL
\ LIP:IS.OD 16.09 RIM F-1 N
LIP:14.50 ill
9 GRATE:14.94 12.97 IE IN
�' 17 o GRATE:14.44 E I /I N
INVERT:12.77 I 11.97 IE OUT w 4 112 LF 5 11 4 1. POTABLE AND NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE CROSSING PER O cn
INVERT:12.27
O 4 cD
f I CITY OF MERIDIAN WATER NOTES 2& 3. ICI
`• v \ • �•� O2 173 LF 17 _________ L _ __________ ______ _ _ 112 LF Q r D 11}LF O5 M
- - ---------------- ---- -- -- 2 8'C900 CLASS 150 PVC WATER LINE TYPICAL UNLESS OTHERWISE NOTED
SS 00163 LF W W W yi w W W W W W W W W W W W W 7 3. FIRE HYDRANT WITH 6"C-900 LATERAL PER Cltt OF MERIDIAN STANDARD
Q �� 6 1+Oo O2582 LF t 2+00 1 1 O2 2532 LL 4+00 1 I 1 180 DRAWING W8. INSTALL 8"x8"x6"TEE,6"GATE VALVE,THRUST BLOCK.INSTALL
\ \ 91 F+�I
v \
v \
s+oG
c
5+85 8"GATE VALVE AND THRUST BLOCK ON MAIN LINE.
8 -SS�_____ _______ _____ SS SSA--SS SS SS SS SSA SS SSA-SS S SS SS+ -SS SS+-SS--I 115
0
�5_ SSMH 1 ___ __ _ _________ _________ __________________ ___ ___ SSMH 2 I 4. 2"WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W4.
v\ o \ ✓ L ------- - --- -------- -------- --------- ------------ COORDINATE EXACT LOCATION OF BUILDING CONNECTION WITH PLUMBING,IF FOR
=q r 4 I FUTURE USE EXTEND MIN 5 BEYOND PAVING.
L"\ S �\ 12 10 ; -_ t8 18F GRATE:
` �I�Illuullll INVERL12.97 5. IN FIRE SERVICE 8TUB INSTALL/TEST/FLUSH PER NFPA 24 MIN 5 COVER LI
- I INSTALL 8 MJ x 8"MJ x 6"FLG TEE,AND 6' FLG X MJ GATE VALVE.INSTALLGRATE �I
INVERT12.85.0 _----_-- @ S 0+8"HDPE 0 2"BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W12 AT
INVERT:1 8" ®5-0.5% q TERMINATION. COORDINATE EXACT LOCATION OF BUILDING CONNECTION WITH w
`L `x �\ .'\ ; 28t LF 8"HDPE y1 ; PLUMBING,IF FOR FUTURE USE EXTEND MIN 5'BEYOND PAVING.
r------ W
16 15.85 RIM ��SEEPAGE BED 2 5f LF 8"HDPE I 16 II 6. (1)8"11.25'ELL AND(1)THRUST BLOCK.
_ _ II
®5=0.5%
3 SIE SD SD 12 70DIE IN���"a
I
7. 2"BLOWOFF ASSEMBLY PER CITY OF MERIDAN STANDARD DRAWING W12.
_ _ __ _ _ ___ __ 8 REMOVE EXISTING BLOWOFF AND CONNECT TO EXTEND MAIN _
12.70 IE IN
;-_ -- L_12.60 IE OUT_________-__________--____1260 IE OUT-� 11
® 00 %'H PE 163 LF "H PE I 9. EXISTING FIRE HYDRANT TO REMAIN AND BE PROTECTED.
i
92 LF
s\\ 13 13 92i LF 5 I 10. 30'WIDE PUBLIC UTILITY EASEMENT. W
DESIGN ACCOUNTS FOR FUTURE I\ I.y�\ DESIGN ACCOUNTS FOR FUTURE I 11. 6"SANITARY SEWER SERVICE PER ISPWC SD-511,2.00%SLOPE MIN.TYPE 1
\\ b I BEDDING WITH CLASS A-1 BEDDING SYSTEM AS DEFINED IN THE ISPWC.ALL
`\ SEWER TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH THE TYPE A-1RAC A/
v\�\ s\ .,\\�\ \ ^, .T. .....- 1 PER CITY
SPECIFICATIONS OF THE ISPWC. INSTALL STANDARD SERVICE MARKER hi)
PER CITY OF MERIDIAN STANDARD DRAWING F FOR
COORDINATE EXACT LOCATION
C� ITI �I7 r I OF BUILDING CONNECTION WITH PLUMBING,IF FOR FUTURE USE EXTEND MIN 5' �
BEYOND PAVING. rT
® 1 UTILITY PLAN 12. REMOVE EXISTING'T'-TYPE CLEANOUT AND EXTEND MAIN AT SAME SLOPE AS M
EXISTING STUB.
ORTH SCALE:1'=30'
0 15 30 60 90 120 13. CLEAN OUT PER ISPWC SD-506.
SCALE IN FEET 14. CLEAN OUT PER ISPWC SD-506A. r 1
15, 'T'-TYPE CLEANOUT PER CITY OF MERIDIAN STANDARD DRAWINGS S1. ZI�
16. 1000 GALLON SAND AND GREASE TRAP WITH 20"BAFFLE SPACING PER ISPWC
0+oo 1+00 2+00 3+00 4+00 5+00 6+00 11 VI
262 2620 SD-624. GRATED LID WHERE SHOWN. N
17. INLET CATCH BASIN TYPE I PER THE ACED SUPPLEMENT TO THE ISPWC SD-601.
18. INLET CATCH BASIN TYPE III PER THE ACHD SUPPLEMENT TO THE ISPWC$D-603. RECORD DOCUMENTS
These Record Documents have
._.._......., _._... ..;.._._ �..._._............, ...._._. .._._.... ._..... ..._.._.. ..... .. .. _.. _.... ._.._._ ._.._...._ ....._._... ...... ._.. .. .. .. ...._._. 19 SECONDARY IRRIGATION CONNECTION, E.IRRIGATION. APPROXIMATE LOCATION OF N R been prepared based on
b the
- --_ _ - --- ---- --------- ---- - -
1 Cofntracoto�n CSHOAd and the
XISTING GRADE
DRAWING FOR BACKFLOW
-_---_r-
Professonal Engineer have not
------- verified the accuracy of this
information and ushall not be
261 -.._.._... ....... .._.. ............. ...._..... ._........ ............ FI D GRAD .. _ .._ .. ...... ...._.... ........... .......... .._... .. .... 2615
NfSHE E responsible for an
... .... s ......
SEEPAGE BEDS eopmss°° e are r
wen s as been
(incorporated her suit
ALL BEDS CONSTRUCTED PER ACHD BMP 20
.. ............ :. .......:... .. ......... .......... a ...... ............. ......... .... .. ....... :. ..... ...... ........ ........ .. ....... ....
PROJECT DATE
5TA 2+6455 8 FIRE SERVCSTA4E LINE STA.4 2. E L(T)H (FFTT)H ROC(FD)EPTH OF ROCK HGHOGW
SSMH+77 85 1. SEE AGE 20019.0 05-19-20
STA 2}47 30�: `� B D DRAWN CHECKED
SSMH 1 6"FIRE SERVICE LINE 2 DOMESTIC SERVICE LINE INV IN:25D4 3§68? VC 0490 STA:4+68.55 P JTW JTW
261 ......... .. <. .........._ STA.0+77:85 _._. .. ........ ... _..... _._._,......,.. .. i.., ....._ <. ... ..... ..... 2'DD.MESTIG SERV.IC.E..LNE. ............ INV_.QUT2684:@S$:iPVG 0478 .... 2610
1 66 20 65 75 40
RIM:2611.77- 14.75 i i 133 22 6.5 7.4 4.0 REVISED
2
INV IN:2663-16 8"PVC 03.23 RECORD DRAWINGS
INV DUT:260396 8".PVC 0311 JTW
03-31-22
. STA:4+44.40
04.82 6"IE:26B$.fr7- -
STA 3+02 50 ETA
4+39.90 SHEET TITLE
i -STA:2+3510 04.806"IE'2
_._._....._. 6"..IE:26B393........_._... ...._._. ............. ............. . _....._........._ O8 fSTA 5+8528............._._.. 2
260 ......_..$TA0+56.93 ......_......_ .._._ STA':1'f6O 60 _._.._._... .. 6 IE?60427 �9}t of$ PVC® : 605
UTILITY
e"iE EXls.zsoz.97 oa.00. PLAN
6' IE2663-6& -q^ �of 8'I PVC
8"IE:2605.39
03.72 :401 0.9%
57'}of 8`PVC®0.42%
........... ._. {. .. ....... ........ .............. . _._ - __ __. ___. __._. __._. _._. .. .. ........
27't of 8 PVC @ 0.67% - SHEET
260 2600 C 6 0
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 AD4+50 J. 5+50 6+00
SS PROFILE
SCALE:1'=30' 111 T=3'VERTICAL ORIGINAL SHEET SIZE
24"x 36"