CC - Preliminary.Construction.PlansTOB TOB
EW EW
TOE TOE
GI GI
ESS ESS
EEP EEP
SS SS
W W
2694.83
X.XX%
G
GI GI
S
PARCEL BOUNDARY
LOT LINE
EXISTING STORM DRAIN
EXISTING GRAVITY IRRIGATION
EXISTING EDGE OF PAVEMENT
WOOD FENCE
EXISTING GRAVITY IRRIGATION PIPELINE
CANAL TOP OF BANK
CANAL TOE OF SLOPE
ROAD CENTERLINE
EXISTING WATER LINE
NEW WATER LINE
EXISTING SANITARY SEWER LINE
INSTALL CONCRETE SIDEWALK
INSTALL CONCRETE PAD
BUILDING FOOTPRINT
EXISTING SANITARY SEWER MANHOLE
INSTALL SANITARY SEWER MANHOLE
INSTALL MONITOR WELL
WATER VALVE
DUAL WATER METER
WATER METER
GRAVITY IRRIGATION BOX
SET 1/2" X 24" IRON PIN WITH PLASTIC
CAP LABELED "B&A LS 4116''
FOUND 5/8" PIN
FOUND 1/2" PIN
SANITARY SEWER CLEANOUT
1000 GALLON SEDIMENT TANK
TYPE I INLET CATCH BASIN
EXISTING POWER POLE GUYWIRE
SPOT ELEVATION
SLOPE FLOW AND DIRECTION
PROJECT BENCHMARK
KEY NOTE
TOP VERTICAL OUTFALL CURB
TOP VERTICAL CURB
TOP ROLLED CURB
TOP SIDEWALK
LIP OF GUTTER
TOP CURB
EXISTING GROUND
FINISH GRADE
TVOC
TVC
TRC
TSW
LOG
TC
EG
FG
NEW SANITARY SEWER SERVICE
NEW FIRE HYDRANT
DRAINAGE DIRECTION ARROW
EXISTING POWER POLE
X
VINYL FENCE
WIRE FENCE
STANDARD 6-INCH VERTICAL CURB
SS INSTALL SANITARY SEWER SERVICE
MW
T EXISTING TELEPHONE PEDESTAL
CO
STORM DRAIN MANHOLESD
SET 5/8" X 24" IRON PIN WITH PLASTIC
CAP LABELED "B&A LS 4116''
S EXISTING IRRIGATION MANHOLE
WMH EXISTING WATER MANHOLE
REGISTEREDPROFESSIO NAL
J O S EPHD . .CANNINGS T A TE OF IDAHOENGINEER4116AS NOTED
AS NOTED
J.D. CANNING
C.A. AUTHDRAWN BY:
CHECKED BY:
DATE:
VERTICAL SCALE:
HORIZONTAL SCALE:
FILE:BAB & A Engineers, Inc.Consulting Engineers, Surveyors & Planners5505 West Franklin Road Boise, Idaho 83705Voice: 208.343.3381 Fax: 208.342.5792 Web: http://www.baengineers.comG1.0
SHEET NO.:BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATEIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTEROF SECTION 30, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISEMERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHOAllmon SubdivisionTC05SCPS.DWG
05-JANUARY-2020Title PageSHEET G1.0 TITLE PAGE
SHEET C1.0 FINAL PLAT - 1 OF 3
SHEET C1.1 FINAL PLAT - 2 OF 3
SHEET C1.2 FINAL PLAT - 3 OF 3
SHEET C1.3 SITE TOPOGRAPHY
SHEET C2.0 SITE DEMOLITION
SHEET C3.0 SITE IMPROVEMENTS - 1 OF 2
SHEET C3.1 SITE IMPROVEMENTS - 2 OF 2
SHEET C3.2 SITE GRADING - 1 OF 2
SHEET C3.3 SITE GRADING - 2 OF 2
SHEET C3.4 SITE UTILITIES / SEWER - 1 OF 2
SHEET C3.5 SITE UTILITIES / SEWER - 2 OF 2
SHEET C3.6 NORTH LOCUST GROVE CONST.
SHEET C4.0 CONSTRUCTION DETAILS
SHEET C5.0 STREET LIGHT PLAN
SHEET INDEXPROJECT BENCHMARK
50 SOUTH COLE ROAD
BOISE, IDAHO 83709
1-800-342-1585
(208) 342-1585
DIGLINE
VICINITY MAP SCALE: 1-INCH = 500-FEET
LEGEND
PROJECT
LOCATION
REVISIONS
PBM#1: NORTHWEST CORNER OF IRRIGATION BOX LOCATED ON THE EAST SIDE OF NORTH DEHAAS AVENUE AT THE
SOUTHWEST AREA OF THE PARCEL. ELEVATION: 2599.26
M
N PBM#1
PBM#1
PBM#2
PBM#2
NAVD 1988 DATUM
BA
NORTH
NOT APPROVED FOR
CONSTRUCTION
POTABLE WATERLINE NOTES
GENERAL CONSTRUCTION NOTES
SEWER LINE NOTES
EROSION CONTROL - STORM WATER POLLUTION PREVENTION NOTE
1.PRIOR TO CONSTRUCTION CONTRACTOR(S) SHALL BE RESPONSIBLE TO VERIFY THAT A NOTICE OF INTENT TO CONSTRUCT (NOI) HAS BEEN FILED AND ACCEPTED BY
THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR COMPLYING WITH THE STORM WATER POLLUTION PREVENTION
PLAN (SWPPP).
1.ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),
THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA
COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE
STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS.
2.THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON 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.THE CONTRACTOR SHALL HAVE PLANS STAMPED “APPROVED FOR CONSTRUCTION” BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES.
4.ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-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.CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER
VALVES.
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, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION
REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1.
8.WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE
BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING.
9.INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION
SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN
ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS.
10.ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION.
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 DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY
ENGINEER.
1.CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND
SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1.
2.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM
OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF
VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE
IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND
SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
4.4.PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT
FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES).
1.CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL
AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1.
2.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM
OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF
VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS
(IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE
IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE
CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND
SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
4.PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE
BEDS, DRAINAGE SWALES).
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER
SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR.
ROADWAY CONSTRUCTION NOTES
1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT
LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION.
2.ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE.
1.THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED.
2.INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE
DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT.
PRESSURE IRRIGATION NOTES
1.FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE
PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND
PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.
DRAINAGE NOTES
TODD CAMPBELL
TODD CAMPBELL CONSTRUCTION, INC.
2560 NORTH STOKESBERRY PLACE
MERIDIAN, IDAHO 83646
(208) 941-8607
TDDCAMPBELL@GMAIL.COM
OWNER / CONTACT
JOSEPH D. CANNING, P.E.
B&A ENGINEERS, INC.
5505 W. FRANKLIN ROAD
BOISE, ID 83705
(208) 343-3381
JDCANNING@BAENGINEERS.COM PRELIMINARYPRELIMINARYPBM#1: NORTHWEST CORNER OF IRRIGATION BOX LOCATED ON THE WEST SIDE OF NORTH LOCUST GROVE ROAD AT
THE SOUTHEAST AREA OF THE PARCEL. ELEVATION: 2601.78
A
C
B
C
PARCEL BOUNDARY
LOT LINE
EXISTING PUBLIC UTILITY EASEMENT
ROAD CENTERLINE
SET 5/8X24" IRON PIN WITH PLASTIC
CAP LABELED "B&A LS 4116''
SET 1/2"X24" IRON PIN WITH PLASTIC
CAP LABELED "B&A LS 4116''
FOUND 5/8" PIN
FOUND 1/2" PIN
FOUND ALUMINUM OR BRASS CAP
RESERVE SUBDIVISION NO. 2
ARCADIA SUBDIVISIONMADELY
N
N
S
U
B
D
I
V
I
S
I
O
N
MADELY
N
N
S
U
B
D
I
V
I
S
I
O
N
25'
BLOCK
2
N00°10'34"E - 333.46'S89°43'08"W - 1,275.88'
19
30
NORTH QUARTER CORNER
T-4-N / R-1-E - SECTION 30
FOUND BRASS CAP
CP&F NO. 2017072472
B
C
N89°44'42"E - 2634.00'
N89°46'50"E - 1,276.20'
BLOCK
2
BLOCK
1
BLOCK
2
BLOCK
2
BLOCK
1
BLOCK
1
121.34'20.00'69.00'69.00'69.00'69.00'69.00'69.00'69.00'69.00'69.00'78.00'
101.58'66.00'66.00'66.00'66.00'
66.00'66.00'66.00'66.00'66.00'66.00'66.00'66.00'66.00'41.00'66.00'66.00'66.00'66.00'69.45'23.50'23.50'69.32'66.00'129.60'23.50'23.50'66.00'66.00'66.00'66.00'66.00'66.00'
68.98'69.00'69.00'69.00'69.00'69.00'69.00'47.87'
N89°43'08"E - 121.93'
N89°43'08"E - 122.49'
N89°43'08"E - 118.67'
N89°43'08"E - 136.28'S00°18'30"E - 142.17'S00°18'30"E - 150.74'S00°18'30"E - 144.37'S00°18'30"E - 143.04'S00°18'30"E - 143.00'S00°18'30"E - 142.96'S00°18'30"E - 142.93'S00°18'30"E - 142.89'S00°18'30"E - 142.85'S00°18'30"E - 142.82'S00°18'30"E - 133.75'S00°18'30"E - 122.75'S89°44'59"W - 724.78'
S89°44'59"W - 530.85'N00°16'52"W - 140.58'N00°16'52"W - 143.04'N00°16'52"W - 143.00'N00°16'52"W - 142.97'N00°16'52"W - 142.93'N00°16'52"W - 142.90'N00°16'52"W - 142.86'N00°16'52"W - 142.83'N00°16'52"W - 142.79'N00°16'52"W - 142.76'S00°18'30"E - 133.76'S00°18'30"E - 122.76'S00°18'30"E - 166.25'R126.50'R150.00'
R55.00'
R20.50'R173.50'
R20.50'
R173.50'C2C 3
C4C5C 6
C 1 8
C 19
C 2 0
C22C24C23
C 25
C26C27C29C30 C31C32C33C34MATCH LINEMATCH LINEBASIS OF BEARING
L
2
L3L5574.39'S00°18'30"E - 164.20'RESERVE SUBDIVISION
C1L1NORTH STARRY NIGHT AVENUEEAST AZAN STREET
BLOCK
11.00'11.00'S00°18'30"E - 164.20'S00°18'30"E - 164.20'28.88'C28C21
N89°44'59"E - 786.14'L6L7L8L
9
L
1
1
L
1
0
41.00'
2 3 4 5 6 7 8
1011
12
9 10 11
211
23456789
13
14
15
16
17
1
J O S EPHD . .CANNINGS T A TE OF IDAHO4116REGISTEREDLA N D
SURVEYOR
AS NOTED
AS NOTED
J.D. CANNING
C.A. AUTHDRAWN BY:
CHECKED BY:
DATE:
VERTICAL SCALE:
HORIZONTAL SCALE:
FILE:BAB & A Engineers, Inc.Consulting Engineers, Surveyors & Planners5505 West Franklin Road Boise, Idaho 83705Voice: 208.343.3381 Fax: 208.342.5792 Web: http://www.baengineers.comC1.0
SHEET NO.:Final PlatPage 1BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATEIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTEROF SECTION 30, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISEMERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHOAllmon SubdivisionTC05SCPS.DWG
05-JANUARY-2020
BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATE IN THE SOUTHEAST
QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 4 NORTH,
RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO
Allmon Subdivision
SCALE: 1-INCH = 40-FEET
0 8040BA
NORTH
2020 §§Legend
NOT APPROVED FOR
CONSTRUCTION PRELIMINARYPRELIMINARY
A
C
B
C
PARCEL BOUNDARY
LOT LINE
EXISTING PUBLIC UTILITY EASEMENT
ROAD CENTERLINE
SET 5/8X24" IRON PIN WITH PLASTIC
CAP LABELED "B&A LS 4116''
SET 1/2"X24" IRON PIN WITH PLASTIC
CAP LABELED "B&A LS 4116''
FOUND 5/8" PIN
FOUND 1/2" PIN
FOUND ALUMINUM OR BRASS CAP
NORTH LOCUST GROVE ROADRESERVE SUBDIVISION
30 29
19 20
NORTHEAST SECTION CORNER
T-4-N - R-1-E - SECTION 30
FOUND BRASS CAP
CP&F NO. 113022078
B
C
EAST QUARTER CORNER
T-4-N / R-1-E - SECTION 30
FOUND ALUMINUM CAP
CP&F NO. 114032922
30 29
BLOCK
1
BLOCK
1 1,660.54'664.01'78.00'138.86'33.00'
33.00'106.65'66.00'
23.78'66.00'66.00'66.00'66.00'
23.50'23.50'65.00'65.00'65.00'
66.00'66.00'66.00'66.00'66.00'
68.98'S00°18'30"E - 142.82'S00°18'30"E - 133.75'S00°18'30"E - 122.75'N00°16'52"W - 142.79'N00°16'52"W - 142.76'N00°16'52"W - 142.72'N00°16'52"W - 142.69'N00°16'52"W - 114.58'N00°13'57"E - 87.22'S6
0
°
0
5
'
3
0
"
E
-
1
1
8
.
9
0
'
N63°4
1'
1
8
"
E -
1
2
6.
2
5'S00°13'57"W - 75.56'N00°18'30"W - 114.06'N00°18'30"W - 137.07'N00°18'30"W - 142.70'S00°18'30"E - 133.76'S00°18'30"E - 122.76'S89°44'59"W - 106.94'
56.02'50.92'S00°18'30"E - 166.25'R55.00'R20.50'
R20.50'
C7 C8C
9
C 1 0 C11C12C
13
C 1 4
C 1 5
MATCH LINEMATCH LINEA
C
L
4 S00°13'57"W - 332.09'S00°13'57"W - 2,596.60'S89°46'50"W
37.00'
S89°43'08"W
37.00'332.05'211.75'S00°16'52"E - 106.15'RESERVE SUBDIVISION
NORTH STARRY NIGHT AVENUEEAST AZAN STREET
BLOCK
1
11.00'11.00'
C16
C17
N89°44'59"E - 786.14'L6L7L8L
9
L
1
1
L
1
0
9 10 11 12 13 14 15
16
17181920
211
2
J O S EPHD . .CANNINGS T A TE OF IDAHO4116REGISTEREDLA N D
SURVEYOR
AS NOTED
AS NOTED
J.D. CANNING
C.A. AUTHDRAWN BY:
CHECKED BY:
DATE:
VERTICAL SCALE:
HORIZONTAL SCALE:
FILE:BAB & A Engineers, Inc.Consulting Engineers, Surveyors & Planners5505 West Franklin Road Boise, Idaho 83705Voice: 208.343.3381 Fax: 208.342.5792 Web: http://www.baengineers.comC1.1
SHEET NO.:Final PlatPage 2BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATEIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTEROF SECTION 30, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISEMERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHOAllmon SubdivisionTC05SCPS.DWG
05-JANUARY-2020
Legend Notes
BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATE IN THE SOUTHEAST
QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 4 NORTH,
RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO
Allmon Subdivision 1.UNLESS DIMENSIONED OTHERWISE, A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES,
PROPERTY DRAINAGE, AND IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG ALL LOT LINES
COMMON TO A PUBLIC RIGHT-OF-WAY AND A FIVE (5) FOOT WIDE IRRIGATION, PUBLIC UTILITIES AND
PROPERTY DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG EACH SIDE OF INTERIOR LOT
LINES.
2.ANY RE-SUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY
APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN.
3.THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, 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."
4.THE BOTTOM ELEVATION OF ALL STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES
ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION.
5.IRRIGATION WATER HAS BEEN PROVIDED BY THE SETTLERS IRRIGATION DISTRICT IN COMPLIANCE
WITH IDAHO CODE 31-3805(1)(b). ALL LOTS WITHIN THIS SUBDIVISION SHALL BE ENTITLED TO
IRRIGATION WATER RIGHTS AND THE LOT OWNERS WILL BE OBLIGATED FOR ASSESSMENTS FROM
THE SETTLERS IRRIGATION DISTRICT.
6.THE DEVELOPMENT OF THIS PROPERTY SHALL BE IN COMPLIANCE WITH H-2019-0058.
7.ALL REFERENCES TO HOMEOWNERS ASSOCIATION HEREON ARE TO THE ALLMON SUBDIVISION
HOMEOWNERS' ASSOCIATION AND THE OWNERS OF THE LOTS, WITHIN SAID SUBDIVISION, JOINTLY.
8.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT
AT THE TIME OF THE RESUBDIVISION.
9.LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY.
10.NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM
APPROVED IN THE SANITARY RESTRICTION RELEASE.
11.BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE
WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN OR AS AMENDED BY
APPLICATION AND APPROVED BY THE CITY OF MERIDIAN.
12.NO EASEMENT SHALL PRECLUDE THE CONSTRUCTION AND MAINTENANCE OF HARD-SURFACED
DRIVEWAYS, LANDSCAPING, PARKING, COVERED PARKING, OR OTHER SUCH IMPROVEMENTS.
13.LOTS 1, 29 AND 34, BLOCK 1, AND LOTS 1 AND 6, BLOCK 2 ARE COMMON LOTS TO BE USED FOR OPEN
SPACE WHICH SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS' ASSOCIATION AND
CANNOT BE DEVELOPED FOR RESIDENTIAL PURPOSE IN THE FUTURE. SAID LOTS ARE SUBJECT TO
A BLANKET, NON-EXCLUSIVE AND PUBLIC UTILITIES EASEMENT.
14.A 10-FOOT WIDE PERMANENT NON-INCLUSIVE PUBLIC UTILITIES EASEMENT IS HEREBY RESERVED
ADJACENT TO THE NORTH LOCUST GROVE ROAD RIGHT-OF-WAY.
15.A PORTION OF LOTS 25 AND 29, BLOCK 1 AND LOTS 1 AND 6, BLOCK 2 ARE SERVIENT TO AND
CONTAINS THE ACHD STORM WATER DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THAT
CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT, RECORDED
ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND
INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT").
THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD
PURSUANT TO SECTION §40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION
AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
16.DIRECT LOT OR ACCESS TO NORTH LOCUST GROVE ROAD IS PROHIBITED UNLESS SPECIFICALLY
APPROVED BY A.C.H.D.
2020 §§SCALE: 1-INCH = 40-FEET
0 8040BA
NORTH
1.PURPOSE: TO CREATE A LAND SUBDIVISION ON PROPERTY BEING SECTION LAND, PARCELS
S0530142050 AND S0530142200.
2.BOUNDARY DETERMINATION: THE BOUNDARY OF THIS SUBDIVISION WAS DETERMINED FROM THE
RECORD OF SURVEYS AND SUBDIVISION PLATS NOTED BELOW AND AS TIED TO THE GOVERNMENT
CORNERS SHOWN HEREON. NOTE THAT THE ADA COUNTY HIGHWAY ACQUIRED AN ADDITIONAL 35
FEET OF RIGHT-0F-WAY ALONG NORTH LOCUST GROVE ROAD FROM PARCELS S0530142050 AND
S0530142200.
3.THE FOLLOWING RECORDS OF ADA COUNTY, IDAHO WERE USED TO DETERMINE THE BOUNDARY
SHOWN - SUBDIVISION PLATS OF: ARCADIA SUBDIVISION, MADELYNN SUBDIVISION, RESERVE
SUBDIVISION AND RESERVE SUBDIVISION NO. 2, AND RECORDS OF SURVEY: 0618, 5692, 6113, 8049,
8054 AND 11649.
Survey Narrative
NOT APPROVED FOR
CONSTRUCTION PRELIMINARYPRELIMINARY
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
Length
235.62'
117.81'
117.81'
198.71'
173.54'
25.16'
19.45'
277.14'
32.65'
56.02'
30.38'
57.50'
30.38'
70.20'
19.45'
3.93'
15.52'
Radius
150.00'
150.00'
150.00'
126.50'
126.50'
126.50'
20.50'
55.00'
55.00'
55.00'
55.00'
55.00'
55.00'
55.00'
20.50'
20.50'
20.50'
Delta
90°00'00"
45°00'00"
45°00'00"
90°00'00"
78°36'08"
11°23'52"
54°21'13"
288°42'26"
34°00'36"
58°21'41"
31°39'12"
59°54'05"
31°39'12"
73°07'40"
54°21'13"
10°58'56"
43°22'17"
Tangent
150.00'
62.13'
62.13'
126.50'
103.54'
12.62'
10.53'
39.44'
16.82'
30.71'
15.59'
31.69'
15.59'
40.79'
10.53'
1.97'
8.15'
Chord
212.13'
114.81'
114.81'
178.90'
160.25'
25.12'
18.73'
64.11'
32.17'
53.63'
30.00'
54.92'
30.00'
65.53'
18.73'
3.92'
15.15'
C. Bearing
N44°44'59"E
S22°14'59"W
S67°14'59"W
S44°44'59"W
S39°03'03"W
S84°03'03"W
N63°04'25"W
N0°15'01"W
S52°54'07"E
N80°54'44"E
N35°54'18"E
N9°52'20"W
N55°38'58"W
S71°57'36"W
N62°34'22"E
N40°53'14"E
N68°03'50"E
Curve Table
Curve #
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
Length
68.35'
21.19'
47.16'
25.88'
24.98'
0.89'
177.97'
75.28'
30.11'
38.13'
33.56'
24.98'
2.23'
22.75'
65.64'
15.60'
50.04'
Radius
173.50'
173.50'
173.50'
20.57'
20.50'
55.00'
55.00'
55.00'
55.00'
55.00'
55.00'
20.50'
20.50'
20.50'
173.50'
173.50'
173.50'
Delta
22°34'18"
6°59'47"
15°34'31"
72°05'13"
69°49'22"
0°55'34"
185°23'53"
78°25'39"
31°21'48"
39°43'31"
34°57'21"
69°49'22"
6°13'40"
63°35'42"
21°40'33"
5°09'02"
16°31'30"
Tangent
34.62'
10.61'
23.73'
14.97'
14.31'
0.44'
1166.70'
44.88'
15.44'
19.87'
17.32'
14.31'
1.12'
12.71'
33.22'
7.80'
25.20'
Chord
67.91'
21.17'
47.02'
24.20'
23.46'
0.89'
109.88'
69.54'
29.73'
37.37'
33.04'
23.46'
2.23'
21.60'
65.25'
15.59'
49.87'
C. Bearing
S78°27'50"W
S86°15'05"W
S74°57'56"W
S76°43'12"E
S77°54'38"E
N43°27'45"W
S44°18'06"W
N83°08'21"W
S41°57'55"W
S6°25'16"W
S30°55'10"E
N13°29'09"W
N45°17'00"W
N10°22'20"W
S10°35'15"W
S18°51'00"W
S8°00'44"W
Line Table
Line #
L1
L2
L3
L4
Length
16.69'
32.32'
16.65'
21.12'
Direction
N00°15'01"W
S47°46'38"E
N00°15'01"W
N38°16'06"W
Line Table
Line #
L5
L6
L7
L8
Length
16.63'
28.30'
12.75'
15.55'
Direction
N00°15'01"W
N44°43'14"E
N44°43'14"E
N44°43'14"E
Line Table
Line #
L9
L10
L11
Length
28.27'
15.56'
12.71'
Direction
S45°16'46"E
N45°16'46"W
N45°16'46"W
BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATE IN THE SOUTHEAST
QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 4 NORTH,
RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO
Allmon Subdivision
2020 §§J O S EPHD . .CANNINGS T A TE OF IDAHO4116REGISTEREDLA N D
SURVEYOR
AS NOTED
AS NOTED
J.D. CANNING
C.A. AUTHDRAWN BY:
CHECKED BY:
DATE:
VERTICAL SCALE:
HORIZONTAL SCALE:
FILE:BAB & A Engineers, Inc.Consulting Engineers, Surveyors & Planners5505 West Franklin Road Boise, Idaho 83705Voice: 208.343.3381 Fax: 208.342.5792 Web: http://www.baengineers.comC1.2
SHEET NO.:Final PlatPage 3BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATEIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTEROF SECTION 30, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISEMERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHOAllmon SubdivisionTC05SCPS.DWG
05-JANUARY-2020
NOT APPROVED FOR
CONSTRUCTION PRELIMINARYPRELIMINARY
EEPEEPEEPEEPEEPEEPEEPEEPEEPEEPEEPEEPEEPEEPEEPEEPEEPTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB
GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GIGIGIGIGIGIGIGIGIGIGIEWEWEWEWEWEWEWEWEWEWEWEWESSESSESSESSESSEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESS5885 NORTH LOCUST GROVE ROAD
PARCEL NO. S0530142050
AREA: 4.86 ACRES
X X
5885 NORTH LOCUST GROVE ROAD
PARCEL NO. S0530142200
AREA: 4.89 ACRES
2597.52600.
02600
.0
2602.5
2
6
0
2
.
5
2598.02598.
0
2598.52
5
9
8
.
5
2599.0
2
5
9
9
.
0
2
5
9
9
.
0
2599
.
0
2599.
5
2599.
52599.5
2
599
.
5
260
0
.
52600.5
2601.0
2
601
.
0
2601.5
2601
.5
2602.0
2
6
0
2
.
0
2603.0
260
3.
0
2603.52603.5
X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXT
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXWELL
WELL
T
WMH
WMH
NORTHDEHAASAVENUENORTH STARRYNIGHT AVENUE8"8"8"G
G
S
PBM#1
PBM#2
J O S EPHD . .CANNINGS T A TE OF IDAHO4116REGISTEREDLA N D
SURVEYOR
NORTH
AB
SCALE: 1-INCH = 50-FEET
0 10050
AS NOTED
AS NOTED
J.D. CANNING
C.A. AUTHDRAWN BY:
CHECKED BY:
DATE:
VERTICAL SCALE:
HORIZONTAL SCALE:
FILE:BAB & A Engineers, Inc.Consulting Engineers, Surveyors & Planners5505 West Franklin Road Boise, Idaho 83705Voice: 208.343.3381 Fax: 208.342.5792 Web: http://www.baengineers.comC1.3
SHEET NO.:SiteTopographyNOTE: CONTOUR
INDEXES ARE AT
0.50' INTERVALS.BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATEIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTEROF SECTION 30, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISEMERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHOAllmon SubdivisionTC05SCPS.DWG
05-JANUARY-2020
NOT APPROVED FOR
CONSTRUCTION PRELIMINARYPRELIMINARY
EEPEEPEEPEEPEEPEEPEEPEEPEEPEEPEEPEEPEEPEEPEEPEEPEEPTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB
GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GIGIGIGIGIGIGIGIGIGIGIEWEWEWEWEWEWEWEWEWEWEWEWESSESSESSESSESSEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESS5885 NORTH LOCUST GROVE ROAD
PARCEL NO. S0530142050
AREA: 4.86 ACRES
X X
5885 NORTH LOCUST GROVE ROAD
PARCEL NO. S0530142200
AREA: 4.89 ACRES
X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXT
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXWELL
WELL
T
WMH
WMH
NORTHDEHAASAVENUENORTH STARRYNIGHT AVENUE8"8"8"G
G
S
PBM#1
PBM#2
NOTE: CONTOUR
INDEXES ARE AT
0.50' INTERVALS.BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATEIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTEROF SECTION 30, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISEMERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHOAllmon SubdivisionTC05SCPS.DWG
05-JANUARY-2020
NORTH
AB
SCALE: 1-INCH = 50-FEET
0 10050
AS NOTED
AS NOTED
J.D. CANNING
C.A. AUTHDRAWN BY:
CHECKED BY:
DATE:
VERTICAL SCALE:
HORIZONTAL SCALE:
FILE:BAB & A Engineers, Inc.Consulting Engineers, Surveyors & Planners5505 West Franklin Road Boise, Idaho 83705Voice: 208.343.3381 Fax: 208.342.5792 Web: http://www.baengineers.comC 2.0
SHEET NO.:SiteDemolitionDEMOLITION KEYNOTES
EXISTING IRRIGATION DITCH - DEMO AND FILL WITH STRUCTURAL FILL
EXISTING POWER POLE - RETAIN AND PROTECT
EXISTING FENCE - RETAIN AND PROTECT
EXISTING FENCE - DEMO AND REMOVE
EXISTING TREE - DEMO AND REMOVE
EXISTING ASPHALT APPROACH - DEMO AND REMOVE
EXISTING ASPHALT - DEMO AND REMOVE BY SAWCUT
EXISTING SIDEWALK - DEMO AND REMOVE
EXISTING SIDEWALK - RETAIN AND PROTECT
EXISTING WATER APPURTENANCE - RETAIN AND PROTECT
EXISTING UTILITY POLE - DEMO AND REMOVE
EXISTING STRUCTURE - DEMO AND REMOVE
EXISTING WELL - TO BE ABANDONED
EXISTING CMP PIPE - DEMO AND REMOVE
EXISTING TELEPHONE JUNCTION BOX - RETAIN AND PROTECT
EXISTING TREE - RETAIN AND PROTECT
A
B
C
D
E
F
G
H
REGISTEREDPROFESSIO NAL
J O S EPHD . .CANNINGS T A TE OF IDAHOENGINEER4116DCCCCC C C
CCCCCCC
C
C
C
D
Q
E
E
E
E
E
E
Q
E
E
E
E E
Q Q
E
Q
E
Q
E
K
K
D
D
D
D
D
D
D
D
DDD
M
D
D
D D D
D
M M
M
M
M
M H
DDDDDDD
A
A A A A A
O
B
J
K
L
M
N
O
P
Q
Q
QQQ
Q
E
E
QQ
P
JJ
JJ SEE SHEET C3.6NOT APPROVED FOR
CONSTRUCTION
NOT APPROVED FOR
CONSTRUCTION
H
N
N
Q
Q PRELIMINARYPRELIMINARY
SS SS SS
WWWWWWWWWWWWWWWWWWWWWWGI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI
GIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIEWEWEWEWEWEWEWEWEWEWEWEWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W W W W
W W W W W W WWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSBLOCK
2
N00°10'34"E - 333.46'S89°43'08"W - 1,275.88'
N89°46'50"E - 1,276.20'
BLOCK
2
BLOCK
2
BLOCK
1WWWWWWWWWWWWWWWWW
T
WMH
NORTHDEHAASAVENUEMATCH LINEMATCH LINEW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
CO
CO
CO
MW
MW
MW
CO
EAST AZAN STREETSSSSSS
SSSSSS
SSSS
SS
SSSSSSSS
SS
SSSSSS SS
MW
G
W W W W
SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS SS
SSSSSSSSSSSSS
S
S
S
2 3 4 5 6 7
1011
12
456789
13
14
15
16
17
1
PBM#1
AS NOTED
AS NOTED
J.D. CANNING
C.A. AUTHDRAWN BY:
CHECKED BY:
DATE:
VERTICAL SCALE:
HORIZONTAL SCALE:
FILE:BAB & A Engineers, Inc.Consulting Engineers, Surveyors & Planners5505 West Franklin Road Boise, Idaho 83705Voice: 208.343.3381 Fax: 208.342.5792 Web: http://www.baengineers.comC3.0
SHEET NO.:SiteImprovementsREGISTEREDPROFESSIO NAL
J O S EPHD . .CANNINGS T A TE OF IDAHOENGINEER4116IMPROVEMENT KEYNOTES
BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATEIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTEROF SECTION 30, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISEMERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHOAllmon SubdivisionTC05SCPS.DWG
05-JANUARY-2020
SCALE: 1-INCH = 30-FEET
0 6030
BA
NORTH
1
1
1
1
1
1 1 1 1
111
1
1
1
12
2
2
2
2
2
2
2
2
3
3
4
4 5
5
4 7
7
4
7 7
8 8 8
8
11
11
11
11
11
11
11
11
11
11 11 11
16 16
16
17 17 17 17
17
17
18
18
18
18
18
18
19
24
23
24
24
24
22
22
22
22
22
22
22
1818
18
20
20 20 20 20
99
9
18
26
26
26
26
26 26
26
26
26
21
101010
2519
9
1
NOT APPROVED FOR
CONSTRUCTION
18
24 18 18
19
18
107
18 24
10
18
10
18 24 18
11
11
24
22
18 18 24
22
18 18
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
INSTALL 3-INCH ROLLED CURB PER A.C.H.D. SUPPLEMENTAL SD-702
INSTALL ASPHALTIC PAVEMENT PER DETAIL 1, SHEET C4.0
INSTALL TYPE IV CATCH BASIN PER A.C.H.D. SUPPLEMENTAL SD-604-A
INSTALL ASTM D-3034, SDR35 PVC 18-INCH PIPE PER I.S.P.W.C. SD-306
INSTALL 1,000 GALLON SEDIMENT TANK PER DETAILS 2, 4, 5 & 6, SHEET C4.0
INSTALL STANDARD CONCRETE CATCH MANHOLE PER BMP 04
INSTALL DRAINAGE BED PER DETAILS 2, 5, 6 & 7, SHEET C4.0
INSTALL 18-INCH PERFORATED N-12 ADS PIPE PER I.S.P.W.C. SD-306
INSTALL MONITORING WELL PER I.S.P.W.C. SD-627
INSTALL 14 LF SLEEVE AROUND SERVICE THROUGH DRAINAGE BED PER
DETAIL 3, SHEET C4.0
INSTALL DETACHED SIDEWALK PER A.C.H.D. SUPPLEMENTAL SD-709
NOT USED
NOT USED
INSTALL ADA PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL 712G
INSTALL TRUNCATED DOMES PER A.C.H.D. SUPPLEMENTAL SD-712
INSTALL SANITARY SEWER MANHOLE PER I.S.P.W.C. SD-501
INSTALL 6-INCH SANITARY SEWER MAIN PER I.S.P.W.C. SD-302
INSTALL 4-INCH SANITARY SEWER SERVICE PER I.S.P.W.C. SD-511 TYPE A
AND SD-301
INSTALL SANITARY SEWER CLEANOUT PER I.S.P.W.C. SD-506A
INSTALL 8-INCH WATER MAIN PER I.S.P.W.C. SD-402
INSTALL MAIN LINE WATER VALVE PER MERIDIAN S.D. W11
INSTALL 2-INCH AWWA C-901, CLASS 200, DR-7.3 PE WATER LINE PER
I.S.P.W.C. SD-402
INSTALL 3/4-INCH SINGLE SETTER WATER METER PER MERIDIAN SD W1, W2,
W6 AND W9
INSTALL 3/4-INCH DOUBLE SETTER WATER METER PER MERIDIAN SD W1,
W3, W6 AND W9
INSTALL FIRE HYDRANT AND 6" SUPPLY LINE PER MERIDIAN SD W8 AND W9
INSTALL 4-INCH WIDE TRAFFIC YELLOW PARKING STRIPING
INSTALL 10-FOOT WIDE SIDEWALK PER A.C.H.D. SUPPLEMENTAL SD-709
INSTALL ASPHALTIC PAVEMENT PER A.C.H.D. SUPPLEMENTAL SD-625
INSTALL 3-FOOT WIDE GRAVEL SHOULDER PER DETAIL SHEET C3.5
LINE CROSSING - SEE WATER NOTES 2 AND 3, SHEET G1.0
8” X 6” FLG TEE / 6” FLG X MJ GATE VALVE / 2 - 8” FLG X MJ ADAPTORS
8” FLG TEE / 2- 8” FLG X MJ GATE VALVE / 3 - 8” FLG X MJ ADAPTORS
8” MJ X MJ 45° BEND
6” X 8” FLG REDUCER / 6” FLG GATE VALVE / 6” FLG X MJ ADAPTOR
8” X 4” FLG TEE / 4” FLG X MJ GATE VALVE / 2 - 8” FLG X MJ ADAPTORS / 1 - 4”
FLG XY MJ ADAPTOR
6” MJ X MJ 90° BEND
8” MJ TEE
8” MJ GATE VALVE
INSTALL 18" ASTM F-579, SDR35, T-1 WALL PVC PIPE PER I.S.P.W.C. SD-306
INSTALL 12-INCH PVC SLEEVE 10-FEET BOTH DIRECTIONS AT GRAVITY
IRRIGATION CROSSINGS WITH SANITARY SEWER AND WATER - SEE
MERIDIAN SD-SW1 AND SD-SW2
30
30
30
30
3030
30 30
30
30 30
30
30 30
30
30
30
22 22 PRELIMINARYPRELIMINARY
SSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWEEPGI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI NORTH LOCUST GROVE ROADSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSEWEWEWEWEWEWEWEWEWESSESSESSESSESSESSESSESSESS
EWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSRESERVE SUBDIVISION
WWWWWWWWWWWWMADELY
N
N
S
U
B
D
I
V
I
S
I
O
N WWWWWCO
S89°43'08"W - 1,275.88'
N89°46'50"E - 1,276.20'
BLOCK
1
BLOCK
2
BLOCK
1
BLOCK
1
T
WMH
RESERVE SUBDIVISION
MATCH LINEMATCH LINESD
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WNORTH STARRY NIGHT AVENUEWWWWMW8"8"8"EAST AZAN STREET EAST AZAN STREET
BLOCK
1
SS
SS SSSSSSSS
SS
SS
SS 135.39'30.89'74.13'17.00'23.00'
30.00'
4.00'
10.00'
G
S
WWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSS
SSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWW
8 9 10 11 12 13 14 15
16
17181920
211
234
PBM#2
AS NOTED
AS NOTED
J.D. CANNING
C.A. AUTHDRAWN BY:
CHECKED BY:
DATE:
VERTICAL SCALE:
HORIZONTAL SCALE:
FILE:BAB & A Engineers, Inc.Consulting Engineers, Surveyors & Planners5505 West Franklin Road Boise, Idaho 83705Voice: 208.343.3381 Fax: 208.342.5792 Web: http://www.baengineers.comC3.1
SHEET NO.:SiteImprovementsREGISTEREDPROFESSIO NAL
J O S EPHD . .CANNINGS T A TE OF IDAHOENGINEER4116IMPROVEMENT KEYNOTES
BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATEIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTEROF SECTION 30, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISEMERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHOAllmon SubdivisionTC05SCPS.DWG
05-JANUARY-2020
SCALE: 1-INCH = 30-FEET
0 6030
BA
NORTH
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
1
1
1 1
1
1 1
1
1
1
1
2
2
2
2
2
2
2
2
3
3
6
4
4
4
5
8 8
4
16 16
11
11
1111
11
11
11 11
11
11
11
11
11
17
18
24
22
22
18
18
18
25
20 20 20
20
20
9
26
26
26
26
26
26
26
26
26
SEE SHEET C3.6INSTALL 3-INCH ROLLED CURB PER A.C.H.D. SUPPLEMENTAL SD-702
INSTALL ASPHALTIC PAVEMENT PER DETAIL 1, SHEET C4.0
INSTALL TYPE IV CATCH BASIN PER A.C.H.D. SUPPLEMENTAL SD-604-A
INSTALL ASTM D-3034, SDR35 PVC 18-INCH PIPE PER I.S.P.W.C. SD-306
INSTALL 1,000 GALLON SEDIMENT TANK PER DETAILS 2, 4, 5 & 6, SHEET C4.0
INSTALL STANDARD CONCRETE CATCH MANHOLE PER BMP 04
INSTALL DRAINAGE BED PER DETAILS 2, 5, 6 & 7, SHEET C4.0
INSTALL 18-INCH PERFORATED N-12 ADS PIPE PER I.S.P.W.C. SD-306
INSTALL MONITORING WELL PER I.S.P.W.C. SD-627
INSTALL 14 LF SLEEVE AROUND SERVICE THROUGH DRAINAGE BED PER
DETAIL 3, SHEET C4.0
INSTALL DETACHED SIDEWALK PER A.C.H.D. SUPPLEMENTAL SD-709
NOT USED
NOT USED
INSTALL ADA PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL 712G
INSTALL TRUNCATED DOMES PER A.C.H.D. SUPPLEMENTAL SD-712
INSTALL SANITARY SEWER MANHOLE PER I.S.P.W.C. SD-501
INSTALL 6-INCH SANITARY SEWER MAIN PER I.S.P.W.C. SD-302
INSTALL 4-INCH SANITARY SEWER SERVICE PER I.S.P.W.C. SD-511 TYPE A
AND SD-301
INSTALL SANITARY SEWER CLEANOUT PER I.S.P.W.C. SD-506A
INSTALL 8-INCH WATER MAIN PER I.S.P.W.C. SD-402
INSTALL MAIN LINE WATER VALVE PER MERIDIAN S.D. W11
INSTALL 2-INCH AWWA C-901, CLASS 200, DR-7.3 PE WATER LINE PER
I.S.P.W.C. SD-402
INSTALL 3/4-INCH SINGLE SETTER WATER METER PER MERIDIAN SD W1, W2,
W6 AND W9
INSTALL 3/4-INCH DOUBLE SETTER WATER METER PER MERIDIAN SD W1,
W3, W6 AND W9
INSTALL FIRE HYDRANT AND 6" SUPPLY LINE PER MERIDIAN SD W8 AND W9
INSTALL 4-INCH WIDE TRAFFIC YELLOW PARKING STRIPING
INSTALL 10-FOOT WIDE SIDEWALK PER A.C.H.D. SUPPLEMENTAL SD-709
INSTALL ASPHALTIC PAVEMENT PER A.C.H.D. SUPPLEMENTAL SD-625
INSTALL 3-FOOT WIDE GRAVEL SHOULDER PER DETAIL SHEET C3.5
LINE CROSSING - SEE WATER NOTES 2 AND 3, SHEET G1.0
8” X 6” FLG TEE / 6” FLG X MJ GATE VALVE / 2 - 8” FLG X MJ ADAPTORS
8” FLG TEE / 2- 8” FLG X MJ GATE VALVE / 3 - 8” FLG X MJ ADAPTORS
8” MJ X MJ 45° BEND
6” X 8” FLG REDUCER / 6” FLG GATE VALVE / 6” FLG X MJ ADAPTOR
8” X 4” FLG TEE / 4” FLG X MJ GATE VALVE / 2 - 8” FLG X MJ ADAPTORS / 1 - 4”
FLG XY MJ ADAPTOR
6” MJ X MJ 90° BEND
8” MJ TEE
8” MJ GATE VALVE
INSTALL 18" ASTM F-579, SDR35, T-1 WALL PVC PIPE PER I.S.P.W.C. SD-306
INSTALL 12-INCH PVC SLEEVE 10-FEET BOTH DIRECTIONS AT GRAVITY
IRRIGATION CROSSINGS WITH SANITARY SEWER AND WATER - SEE
MERIDIAN SD-SW1 AND SD-SW2
NOT APPROVED FOR
CONSTRUCTION
1
1
2
8
G
11
17
20
10
18 24
22
18
11
24
22
18 18
1
17
18 24
22
18
11
10
1
17
18 24
22
18
2625
24
22
18 18
24
26
14 14
14
14
15 15
15
15
3030
30
30
30
30
30
30 30 30
30 PRELIMINARYPRELIMINARY
SS SS SS
WWWWWWWWWWWWWWWWWWWWWWGI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI
GIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIEWEWEWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W W W W
W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSBLOCK
2
N00°10'34"E - 333.46'S89°43'08"W - 1,275.88'
N89°46'50"E - 1,276.20'
BLOCK
2
BLOCK
1
BLOCK
2
BLOCK
2
BLOCK
1
BLOCK
1MATCH LINEMATCH LINEWWWWWWWWWWWWWWWWWT
WMH
-0+30.000+00.001+00.002+00.0
0
3+00.00 4+00.00 5+00.00 6+00.00 7+00.00 8+00.00
0+50.001+50.00
2+50.00 3+50.00 4+50.00 5+50.00 6+50.00 7+50.00
NORTHDEHAASAVENUEBP: -0+30.00
PC: 0+16.69
PT: 2+52.31
Mid: 1+34.50
-1.00%
-1.00%
-1.00%
-1.00%
-1.11%
-0.91%-1.13
%-1.11%-1.14%-1.01%-0.93%-0.99%-1.10%-
0
.
6
0%
-0
.
6
0
%
-0.60%-0.60%-
1
.
2
4%
-1.96
%-1.96%-1.00%
-1.00%GRADE BREAKGRADE BREAK GRADE BREAKGR
A
D
E
B
R
E
A
K
GR
A
D
E
B
R
E
A
K
-1.13%-0.91%-
0
.
9
6%
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWCO
CO
CO
CO
EAST AZAN STREET
SS
SSSSSSSS
SSSSSS
SSSS
SS
SS
SS
SS
SSSSSSSS
SS
SSSSSS SS -1.04
%
-1.00%
G
W W W W
SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS SS
SSSSSSSSSSSSS
S
S
S
2597.63
LOG
2598.22
LOG
2598.41
LOG
2598.52
LOG
2598.85
LOG
2598.52
LOG
2598.41
LOG
2598.22
LOG
2597.63
LOG
2600.99
LOG
2597.63
LOG
2598.82
LOG
2597.63
LOG
2597.80
TBRC
2598.39
TBRC
2598.58
TBRC
2598.69
TBRC
2599.02
TBRC
2598.69
TBRC 2598.58
TBRC
2598.39
TBRC
2597.80
TBRC
2601.16
TBRC
2600.92
TBRC
2597.80
TBRC
2598.99
TBRC
2597.80
TBRC
2597.88
BOW
2598.47
BOW
2598.66
BOW
2598.77
BOW
2599.10
BOW
2598.77
BOW
2598.66
BOW 2598.47
BOW
2597.88
BOW
2601.24
BOW
2601.01
BOW
2601.24
BOW
2602.28
BOW
2602.33
BOW
2601.25
BOW
2601.20
BOW
2601.35
BOW
2601.30
BOW
2597.88
BOW
2599.07
BOW
2597.88
BOW
2597.94
BOW
2598.12
BOW
2602.21
BOW
2602.13
TBRC 2601.97
LOG
2601.97
LOG2602.14
TBRC
2602.22
BOW
2 3 4 5 6 7 8
1011
12
9 10
1
23456789
13
14
15
16
17
1
PBM#1
2588
2589
2592
2595
2598
2601
2604
2607
-0+60 -0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80
-0+60 -0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80
2.49%
1.28%-1.00%
1.00%
-1.00%
-1.00%MATCH LINEMATCH LINESTATION = -0+30.00
ELEVATION = 2597.49
STATION = -0+11.76
ELEVATION = 2597.94
STATION = 0+16.69
ELEVATION = 2597.92
STATION = 0+30.78
ELEVATION = 2598.06
STATION = 0+44.90
ELEVATION = 2598.20
STATION = 0+59.05
ELEVATION = 2598.35
STATION = 0+73.23
ELEVATION = 2598.51
STATION = 0+88.40
ELEVATION = 2598.66
STATION = 1+03.20
ELEVATION = 2598.81
STATION = 1+18.20
ELEVATION = 2598.96
STATION = 1+32.79
ELEVATION = 2599.10
STATION = 1+48.08
ELEVATION = 2598.96
STATION = 1+63.20
ELEVATION = 2598.81
STATION = 1+78.09
ELEVATION = 2598.66
STATION = 1+93.03
ELEVATION = 2598.51
STATION = 2+07.92
ELEVATION = 2598.36
STATION = 2+22.59
ELEVATION = 2598.22
STATION = 2+37.35
ELEVATION = 2598.07
STATION = 2+52.31
ELEVATION = 2597.92
STATION = 6+85.37
ELEVATION = 2602.26
STATION = 7+82.65
ELEVATION = 2601.28
BP: -0+30.00 PC: 0+16.69 PT: 2+52.31
Mid: 1+34.50
FINISH GRADE
FINISH GRADE
EXISTING GROUND
EXISTING GROUND
18"
STORM
SEWER
18"
STORM
SEWER
4" SEWER
SERVICE
6" WATER
MAIN
8" SEWER
MAIN
INTERSECTION
4" SEWER
SERVICE4" SEWER
SERVICE4" SEWER
SERVICE4" SEWER
SERVICE4" SEWER
SERVICE4" SEWER
SERVICE4" SEWER
SERVICE
WATER
SERVICE
WATER
SERVICE
WATER
SERVICE
WATER
SERVICE
WATER
SERVICE BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATEIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTEROF SECTION 30, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISEMERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHOAllmon SubdivisionTC05SCPS.DWG
05-JANUARY-2020
AS NOTED
AS NOTED
J.D. CANNING
C.A. AUTHDRAWN BY:
CHECKED BY:
DATE:
VERTICAL SCALE:
HORIZONTAL SCALE:
FILE:BAB & A Engineers, Inc.Consulting Engineers, Surveyors & Planners5505 West Franklin Road Boise, Idaho 83705Voice: 208.343.3381 Fax: 208.342.5792 Web: http://www.baengineers.comC3.2
SHEET NO.:Site Gradingand DrainageREGISTEREDPROFESSIO NAL
J O S EPHD . .CANNINGS T A TE OF IDAHOENGINEER4116SCALE: 1-INCH = 30-FEET
0 6030 BA
NORTH
SCALE: 1-INCH = 30-FEET
0 6030
SCALE: 1-INCH = 3-FEET063NOT APPROVED FOR
CONSTRUCTION PRELIMINARYPRELIMINARY
SSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWGI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSEWEWEWESSESS
WWWWWWWWWWWWCO
BLOCK
1MATCH LINEMATCH LINEWMH
8+00.00 9+00.00 10+00.00 11+00.00 11+28.447+50.00 8+50.00 9+50.00 10+50.00
EP: 11+28.44
INT: 8+26.70
-1.00%
-1.00%SD
GRADE CHANGEW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WNORTH STARRY NIGHT AVENUEWW8"EAST AZAN STREET
BLOCK
1
SSSSSSSS
SS
-1.00%
-1.00%
-1.00%-1.46%
-0.52%-0.52%-
0
.
5
2%-0.52%
-0.54%
-0.5
4
%
-
0
.5
2%
-0.52%-0.98%-0.98%-1.
0
4
%
-1
.04%-1.04%-1.04
%
-1.01%
-1.00%
-1.00%WWWWWWSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSS
SSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWW2600.99
LOG
2600.75
LOG
2600.99
LOG 2600.99
LOG
2600.75
LOG
2600.99
LOG
2602.06
LOG
2602.18
LOG
2602.38
LOG
2602.38
LOG
2602.18
LOG
2602.06
LOG
2602.78
LOG
2601.16
TBRC
2600.92
TBRC
2601.16
TBRC
2601.16
TBRC
2600.92
TBRC
2601.16
TBRC
2602.23
TBRC
2602.35
TBRC
2602.55
TBRC
2602.95
TBRC
2602.55
TBRC
2602.35
TBRC
2602.23
TBRC
2601.24
BOW
2601.01
BOW
2601.24
BOW
2602.28
BOW
2602.33
BOW
2602.33
BOW
2602.28
BOW
2601.24
BOW
2601.01
BOW
2601.24
BOW
2602.31
BOW
2602.43
BOW
2602.63
BOW
2602.72
BOW 2602.74
BOW
2603.03
BOW
2602.73
BOW2602.70
BOW
2602.63
BOW
2602.43
BOW
2602.31
BOW
2600.55
LOG
2600.72
TBRC
2600.80
BOW
10 11 12 13 14 15
16
17181920
211
2
2588
2589
2592
2595
2598
2601
2604
2607
7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40
7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40
-1.00%
-1.00%1.00%
1.00%
1.46%
-1.00%0.00%-3.6
2
%
0.06%MATCH LINEMATCH LINESTATION = 7+82.65
ELEVATION = 2601.28
STATION = 8+26.70
ELEVATION = 2600.84
STATION = 8+70.65
ELEVATION = 2601.28
STATION = 9+77.09
ELEVATION = 2602.35
STATION = 10+38.44
ELEVATION = 2603.24 STATION = 10+84.44
ELEVATION = 2602.78
STATION = 10+99.44
ELEVATION = 2603.03
STATION = 11+20.68
ELEVATION = 2602.26
STATION = 11+28.44
ELEVATION = 2602.26
EP: 11+28.44
FINISH GRADE
EXISTING GROUND
18"
STORM
SEWER
4" SEWER
SERVICE
4" SEWER
SERVICE
4" SEWER
SERVICE
4" SEWER
SERVICE
4" SEWER
SERVICE
WATER
SERVICE
WATER
SERVICE
WATER
SERVICE
2588
2589
2592
2595
2598
2601
2604
2607
2588
2589
2592
2595
2598
2601
2604
2607
-0+60 -0+30 0+00 0+60 0+90 1+20 1+50 1+80 2+10 2+40
-0+60 -0+30 0+00 0+60 0+90 1+20 1+50 1+80 2+10 2+40
-0.00%2.00%
1.00%
1.00%
0.02%
STATION = -0+30.00
ELEVATION = 2600.80
STATION = -0+16.50
ELEVATION = 2600.72
STATION = 0+00.00
ELEVATION = 2600.84
STATION = 0+44.00
ELEVATION = 2601.28
STATION = 1+66.25
ELEVATION = 2602.51
STATION = 1+96.25
ELEVATION = 2602.51
30+00
30+00
BP: -0+30.00
EP: 1+96.25
FINISH GRADE
EXISTING GROUND
SEDIMENT TANK24 L.F. 18"
PVC @ 0.22%SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEW EW EW EW EW EW EW EW EW
ESS ESS ESS ESS ESS ESS ESS ESS ESSCOBLOCK2
WMH1+96.25-0+30.00 0+00.00 1+00.000+50.00 1+50.00
BP: -0+30.00
EP: 1+96.25
BOUNDARY: 1+66.25-1.00%-1.00%-1.00%-1.00%SDNORTH STARRY NIGHT AVENUE
MW8"8"8"EAST AZAN STREETEAST AZAN STREETBLOCK1SSSSSSSSSSSS-1.00%-1.00%-1.46%-0.52%-
0
.
5
2%-0.54%-0.54%-0.98%
-0.98%-1.04%-1.04
%
-1.
0
4
%
-1
.04%-1.01%-1.00%-1.00%SSSSSSSSSSSSSSSSSSSSSS SS SS
SS SS SS
SS SS SS
SSSS SS SS
SSSS SS SS
SSSS SS SS SS SSSSSSSSSSSSSSSSSSSSSS2600.99
LOG
2600.75
LOG
2600.99
LOG
2600.99
LOG2600.75
LOG
2600.99
LOG
2602.06
LOG
2602.18
LOG2602.18
LOG
2602.06
LOG
2601.16
TBRC
2600.92
TBRC
2601.16
TBRC
2601.16
TBRC
2600.92
TBRC
2601.16
TBRC
2602.23
TBRC
2602.35
TBRC
2602.35
TBRC
2602.23
TBRC 2601.24BOW2601.01
BOW
2601.24
BOW
2602.28
BOW
2602.33
BOW
2602.33
BOW2602.28
BOW
2601.24
BOW2601.01
BOW
2601.24
BOW
2602.31
BOW
2602.43
BOW2602.43
BOW
2602.31
BOW
2602.21
BOW
2602.13
TBRC
2601.97
LOG
2601.97
LOG
2602.14
TBRC
2602.22
BOW
2600.55
LOG
2600.72
TBRC
2600.80
BOW
192021123BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATEIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTEROF SECTION 30, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISEMERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHOAllmon SubdivisionTC05SCPS.DWG
05-JANUARY-2020
AS NOTED
AS NOTED
J.D. CANNING
C.A. AUTHDRAWN BY:
CHECKED BY:
DATE:
VERTICAL SCALE:
HORIZONTAL SCALE:
FILE:BAB & A Engineers, Inc.Consulting Engineers, Surveyors & Planners5505 West Franklin Road Boise, Idaho 83705Voice: 208.343.3381 Fax: 208.342.5792 Web: http://www.baengineers.comC3.3
SHEET NO.:Site Gradingand DrainageREGISTEREDPROFESSIO NAL
J O S EPHD . .CANNINGS T A TE OF IDAHOENGINEER4116SCALE: 1-INCH = 30-FEET
0 6030 BA
NORTH
SCALE: 1-INCH = 30-FEET
0 6030
SCALE: 1-INCH = 3-FEET063SCALE: 1-INCH = 30-FEET
0 6030BANORTH
SCALE: 1-INCH = 30-FEET
0 6030
SCALE: 1-INCH = 3-FEET063MATCH EXISTING
MATCH EXISTING
NOT APPROVED FOR
CONSTRUCTION PRELIMINARYPRELIMINARY
2584
2586
2589
2592
2595
2598
2601
-0+30 0+00 0+30 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10
-0+30 0+00 0+30 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+1060+00
60+00
MATCH LINEMATCH LINEMH: 0+00.00
MH: 1+56.75
MH: 4+70.00
MH: 7+90.00
309.25 L.F. 8" PVC @ 0.40%
316.00 L.F. 8" PVC @ 0.40%
FINISH GRADE
FINISH G
R
A
D
E
EXISTING
8" PVC MANHOLE 4STATION 8+00.00RIM = 2601.588" INVERT IN = 2590.738" INVERT OUT = 2590.63DEPTH = 10.95'MANHOLE 2STATION 1+56.75RIM = 2599.054" INVERT IN = 2588.36 X 38" INVERT IN = 2588.038" INVERT OUT = 2587.93DEPTH = 11.12'MANHOLE 1STATION 0+00.00RIM = 2597.926" INVERT IN = 2587.086" INVERT OUT = 2586.98DEPTH = 10.94'152.75 L.F. 8" PVC @ 0.56%MANHOLE 3STATION 4+70.00RIM = 2599.338" INVERT IN = 2589.378" INVERT OUT = 2589.27DEPTH = 10.06'WATER
SERVICE
18"
STORM
SEWER
18"
STORM
SEWER
WATER
SERVICE
WATER
SERVICE
WATER
SERVICE
WATER
SERVICE
WATER
SERVICE
WATER
SERVICE
8"
WATER
MAIN
SS = STA. 2+52.39SS = STA. 3+17.56SS = STA. 3+23.39SS = STA. 3+90.39SS = STA. 3+83.56SS = STA. 4+49.56SS = STA. 4+59.39SS = STA. 0+98.00SS = STA. 1+83.39SS = STA. 0+32.00SS = STA. 5+15.56SS = STA. 5+81.56SS = STA. 6+47.56SS = STA. 7+13.56SS = STA. 7+79.56SS = STA. 5+28.39SS = STA. 5+97.39SS = STA. 6+66.39SS = STA. 7+35.39SS = STA. 8+04.39SS SS SS
WWWWWWWWWWWWWWWWWWWWWWGI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI
GIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIEWEWEWEWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W W W W
W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSBLOCK
2
N00°10'34"E - 333.46'S89°43'08"W - 1,275.88'
N89°46'50"E - 1,276.20'
BLOCK
2
BLOCK
1
BLOCK
2
BLOCK
2
BLOCK
1 MATCH LINEMATCH LINEWWWWWWWWWWWWWWWWWT
WMH
0+00.001+00.002+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00 8+00.00
0+50.001+50.002+50.00 3+50.00 4+50.00 5+50.00 6+50.00 7+50.00
NORTHDEHAASAVENUEMH: 0+00.00
MH: 1+56.75
MH: 4+70.00 MH: 7+90.00
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWCO
CO
CO
MW
MW
MW
CO
EAST AZAN STREET56.79 L.F.28.50 L.F.167.24 L.F.102.06 L.F.26.85 L.F.
STA. 1+56.75
INV. = 2590.40
STA. 1+56.75
INV. = 2591.70
STA. 0+98.00
INV. = 2588.83
SS
SSSSSSSS
SSSSSS
SS
SS
SS
SS
SS
SSSSSSSS
SS
SSSSSS SS
MWSTA. 1+83.39INV. = 2589.94G
W W W W
SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS SS
SSSSSSSSSSSSS
S
SS
30°0'0"
102°13'7"36°48'48"
92°2'38"98°55'27"
29.55 L.F.STA. 0+32.00
INV. = 2588.54
41.82 L.
F
.
STA. 15
6
.
7
5
INV. = 2
5
8
9
.
2
0
NOTE: ALL SANITARY SEWER SERVICES
ARE CENTERED ON LOT FRONTAGE AND
TERMINATE 14.00 FEET WITHIN EACH LOT
STA. 2+52.39INV. = 2589.84STA. 3+23.39INV. = 2590.31STA. 3+90.39INV. = 2590.58STA. 4+59.39INV. = 2590.85STA. 5+28.39INV. = 2591.21STA. 5+97.39INV. = 2591.49STA. 6+66.39INV. = 2591.76STA. 7+35.39INV. = 2592.04STA. 8+04.39INV. = 2592.4338.58 L.F.47.50 L.F.47.50 L.F.47.50 L.F.47.50 L.F.47.50 L.F.47.50 L.F.47.50 L.F.47.50 L.F.STA. 3+17.56INV. = 2589.9028.50 L.F.STA. 3+83.56INV. = 2590.1728.50 L.F.STA. 4+49.56INV. = 2590.4328.50 L.F.STA. 5+15.56INV. = 2590.7828.50 L.F.STA. 5+81.56INV. = 2591.0528.50 L.F.STA. 6+47.56INV. = 2591.3128.50 L.F.STA. 7+13.56INV. = 2591.5728.50 L.F.STA. 7+79.56INV. = 2591.842 3 4 5 6 7 8
1011
12
9
23456789
13
14
15
16
17
1
PBM#1
BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATEIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTEROF SECTION 30, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISEMERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHOAllmon SubdivisionTC05SCPS.DWG
05-JANUARY-2020REGISTEREDPROFESSIONAL
J O S EPHD . .CANNINGS T A TE OF IDAHOENGINEER4116SCALE: 1-INCH = 30-FEET
0 6030 BA
NORTH
SCALE: 1-INCH = 30-FEET
0 6030 SCALE: 1-INCH = 3-FEET063AS NOTED
AS NOTED
J.D. CANNING
C.A. AUTHDRAWN BY:
CHECKED BY:
DATE:
VERTICAL SCALE:
HORIZONTAL SCALE:
FILE:BAB & A Engineers, Inc.Consulting Engineers, Surveyors & Planners5505 West Franklin Road Boise, Idaho 83705Voice: 208.343.3381 Fax: 208.342.5792 Web: http://www.baengineers.comC3.4
SHEET NO.:Site Utilitiesand SewerGrading2601
2598
2595
2592
2589
2586NOT APPROVED FOR
CONSTRUCTION PRELIMINARYPRELIMINARY
2584
2586
2589
2592
2595
2598
2601
8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70
8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70MATCH LINEMATCH LINEMH: 11+22.08FINISH GRADE
MANHOLE 5STATION 11+22.08RIM = 2602.904" INVERT IN = 2593.04 X 28" INVERT = 2592.70DEPTH = 10.2'328.08 L.F. 8" PVC @ 0.60%
WATER
SERVICE
WATER
SERVICE
WATER
SERVICE
18"
STORM
SEWER
4" PVC SE
R
V
I
C
E
SS = STA. 8+45.56SS = STA. 9+11.56SS = STA. 9+77.56SS = STA. 9+50.90SS = STA. 10+19.90SS = STA. 11+09.56SS = STA. 10+43.56SS = STA. 8+04.39SS = STA. 10+80.90SSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWGI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI GI
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSEWESS
WWWWWWWWWWWWCO
BLOCK
1MATCH LINEMATCH LINEWMH
8+00.00 9+00.00 10+00.00 11+00.00 11+50.008+50.00 9+50.00 10+50.00
MH: 11+22.08
SDWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WNORTH STARRY NIGHT AVENUEWWMW8"EAST AZAN STREET
BLOCK
1
SSSSSSSS
SS WWWWWWSSSSSSSSSSSSSSSS127°36'27"
100°18'52"
132°4'41"STA. 8+04.39INV. = 2592.4347.50 L.F.28.50 L.F.STA. 8+45.56INV. = 2592.29SSSSSSSS SSSSSSSS
SSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTA. 9+50.90INV. = 2593.3047.50 L.F.STA. 10+19.90INV. = 2593.7247.50 L.F.STA. 10+80.90INV. = 2594.6877.40 L.F.STA. 11+22.08INV. = 2594.3766.29 L.F.28.50 L.F.STA. 9+11.56INV. = 2592.6928.50 L.F.STA. 9+77.56INV. = 2593.0835.21 L.F.STA. 10+43.56INV. = 2593.6157.59 L.F.STA. 11+09.56INV. = 2594.464
0
.
6
8
L
.
F
.
S
T
A
.
1
1
+
2
2
.
0
8
IN
V
.
=
2
5
9
3
.
8
5WWWWW
10 11 12 13 14
181920
211
2
BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATEIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTEROF SECTION 30, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISEMERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHOAllmon SubdivisionTC05SCPS.DWG
05-JANUARY-2020REGISTEREDPROFESSIONAL
J O S EPHD . .CANNINGS T A TE OF IDAHOENGINEER4116SCALE: 1-INCH = 30-FEET
0 6030 BA
NORTH
SCALE: 1-INCH = 30-FEET
0 6030
SCALE: 1-INCH = 3-FEET063AS NOTED
AS NOTED
J.D. CANNING
C.A. AUTHDRAWN BY:
CHECKED BY:
DATE:
VERTICAL SCALE:
HORIZONTAL SCALE:
FILE:BAB & A Engineers, Inc.Consulting Engineers, Surveyors & Planners5505 West Franklin Road Boise, Idaho 83705Voice: 208.343.3381 Fax: 208.342.5792 Web: http://www.baengineers.comC3.5
SHEET NO.:Site Utilitiesand SewerGrading2601
2598
2595
2592
2589
2586
2-INCHES CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK
3-INCH ROLLED CURB AND GUTTER
2.5-INCHES HOT PLANT MIX ASPHALT CONCRETE SURFACE COURSE - SP-3, 0.5" MIX, PG 58-28
4-INCHES CRUSHED AGGREGATE BASE COURSE
14-INCHES CRUSHED OR 6-INCH MINUS UNCRUSHED AGGREGATE SUB-BASE COURSE
TYPICAL INTERNAL ROAD SECTION
1
2
3
4
5
NOT TO SCALEREF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION Std. Dwg. SD-801
LEGEND
2
1 3
4
5PROPERTYLINE PROPERTYLINE1
17.00'
3.00'
3" ASPHALTIC CONCRETE - SP-3, 0.5" MIX,
PG 58-28 - PER I.S.P.W.C. SECTION 807.
4" BASE COURSE OF 3/4" MINUS PER
I.S.P.W.C. SECTION 802.
13.00
SUB-BASE 20" OF 6" MINUS PER
I.S.P.W.C. SECTION 801.
CONSTRUCT 3-FOOT WIDE GRAVEL SHOULDER - 10" OF 3/4" MINUS CRUSHED
AGGREGATE (MINIMUM 95% COMPACTED TO STANDARD PROCTOR DENSITY)
ASPHALTIC PAVEMENT SECTION FOR A.C.H.D. IMPROVEMENTS
NOT TO SCALE
NORTH LOCUST GROVE SHALL CONSTRUCTED WITH SP-3, 0.50 INCH (½") MIX, PG-64-28 THREE INCHES (3") THICK, AS A MINIMUM
WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS BED RUN.
CONTRACTOR SHALL COMPLY WITH A.C.H.D. SUPPLEMENTAL SPECIFICATION DRAWINGS SD-303 AND SD-806 AND I.S.P.W.C. SD-301.
NOTES:
A
B SAWCUTEDGENEW EDGE OFPAVEMENT1.75% MAXIMUMPARCELBOUNDARY 4.00' MINIMUM
3.00'10.00'7.00'
10.00' SIDEWALK 17.00'
79.00'
5.00'16.50'5.00'16.50'
6.00'
10.00'
6.00'
10.00'
CENTER CROWN BETWEEN CURBS
2%2%2%2%
SIDEWALK
PUC EASEMENT PUC EASEMENT
SIDEWALK
47.00' ROAD RIGHT-OF-WAY
EASEMENT EASEMENT
8.00'8.00'
LANDSCAPE LANDSCAPE
33.00' ROADWAY BACK OF CURB TO BACK OF CURB
59.00' BACK OF WALK TO BACK OF WALK
30.00'CENTERLINENOT APPROVED FOR
CONSTRUCTION PRELIMINARYPRELIMINARY
EEP
EEP EEP EEP EEP EEP
EEPEEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEPEEP EEP EEP
EEPEEP EEP EEP EEP EEP EEPEEP EEP
EEPEEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEPTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGI
NORTH LOCUST GROVE ROAD
EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW
ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESSTWELLWELLGSPBM#2EEP EEPGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGI
NORTH LOCUST GROVE ROAD
EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW
ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESS ESSBLOCK1T135.39'30.89'74.13'17.00'23.00'30.00'4.00'10.00'GS151617PBM#2AS NOTED
AS NOTED
J.D. CANNING
C.A. AUTHDRAWN BY:
CHECKED BY:
DATE:
VERTICAL SCALE:
HORIZONTAL SCALE:
FILE:BAB & A Engineers, Inc.Consulting Engineers, Surveyors & Planners5505 West Franklin Road Boise, Idaho 83705Voice: 208.343.3381 Fax: 208.342.5792 Web: http://www.baengineers.comC3.6
SHEET NO.:North LocustGroveImprovementsREGISTEREDPROFESSIO NAL
J O S EPHD . .CANNINGS T A TE OF IDAHOENGINEER4116BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATEIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTEROF SECTION 30, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISEMERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHOAllmon SubdivisionTC05SCPS.DWG
05-JANUARY-2020
SCALE: 1-INCH = 20-FEET
0 4020BANORTH C
C
Q
Q
Q
Q
Q
Q
Q
F
G GGGG
HHH
H
H J
J
L
M
M
N
N D
A
P
B
B
B
Q
Q
Q
DD
DEMOLITION KEYNOTES
SCALE: 1-INCH = 20-FEET
0 4020BANORTHIMPROVEMENT KEYNOTES
27
28
29
INSTALL 10-FOOT WIDE SIDEWALK PER A.C.H.D. SUPPLEMENTAL SD-709
INSTALL ASPHALTIC PAVEMENT PER A.C.H.D. SUPPLEMENTAL SD-625
INSTALL 3-FOOT WIDE GRAVEL SHOULDER PER DETAIL SHEET C3.5
27272727
27
282828282828
F F
F
F
FFF
C
29 29 29 29
NOT APPROVED FOR
CONSTRUCTION
EXISTING IRRIGATION DITCH - DEMO AND FILL WITH STRUCTURAL FILL
EXISTING POWER POLE - RETAIN AND PROTECT
EXISTING FENCE - RETAIN AND PROTECT
EXISTING FENCE - DEMO AND REMOVE
EXISTING TREE - DEMO AND REMOVE
EXISTING ASPHALT APPROACH - DEMO AND REMOVE
EXISTING ASPHALT - DEMO AND REMOVE BY SAWCUT
EXISTING SIDEWALK - DEMO AND REMOVE
EXISTING SIDEWALK - RETAIN AND PROTECT
EXISTING WATER APPURTENANCE - RETAIN AND PROTECT
EXISTING UTILITY POLE - DEMO AND REMOVE
EXISTING STRUCTURE - DEMO AND REMOVE
EXISTING WELL - TO BE ABANDONED
EXISTING CMP PIPE - DEMO AND REMOVE
EXISTING TELEPHONE JUNCTION BOX - RETAIN AND PROTECT
EXISTING TREE - RETAIN AND PROTECT
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
Q
SEE SHEET C2.0E
SEE SHEET C2.0 PRELIMINARYPRELIMINARY
AS NOTED
AS NOTED
J.D. CANNING
C.A. AUTHDRAWN BY:
CHECKED BY:
DATE:
VERTICAL SCALE:
HORIZONTAL SCALE:
FILE:BAB & A Engineers, Inc.Consulting Engineers, Surveyors & Planners5505 West Franklin Road Boise, Idaho 83705Voice: 208.343.3381 Fax: 208.342.5792 Web: http://www.baengineers.comC4.0
SHEET NO.:ConstructionDetailsREGISTEREDPROFESSIO NAL
J O S EPHD . .CANNINGS T A TE OF IDAHOENGINEER4116ASPHALTIC PAVEMENT
1
6" MINUS AGGREGATE SUB-BASE. MINIMUM 95% COMPACTION
MAXIMUM PARTICLE SIZE OF MILLED ASPHALT SHALL BE 1-INCH.
COMPACTED SUB-GRADE
MINIMUM 95% COMPACTION
3/4" MINUS CRUSHED AGGREGATE BASE
COURSE (MIN. 95% COMPACTED TO
MODIFIED PROCTOR DENSITY)
2.5"
4.0"
14.0"
NOT TO SCALE
SECTION VIEW
PER ACHD SD-625
PLAN VIEW
SEDIMENT TANK CONNECTION DETAIL
SEE PLAN SHEETS FOR PIPE SIZES, ELEVATIONS AND LOCATIONS
1000 GALLON SEDIMENT TANK SHALL BE DESIGNED TO SUPPORT AN HS-25
TRAFFIC LOAD.
SEDIMENT TANKS TO BE CONSTRUCTED IN ACCORDANCE WITH I.S.P.W.C. SD-624.
ALL DIMENSIONS SHOWN ARE FOR REFERENCE PURPOSES. TANK SHALL BE
CONSTRUCTED TO MANUFACTURERS SPECIFICATIONS.
A MAXIMUM OF 12-INCHES OF GRADE RINGS MAY BE USED.
MANHOLE FRAME AND SOLID COVER
PER I.S.P.W.C. DWG. NO. SD-617 ADD
GRADE RINGS AS NEEDED (MAXIMUM
12-INCHES)
HANGER STRAP
DUST PAN
TWO TO FOUR
1-INCH
DIAMETER
HOLES
SPACED
EQUADISTANT
OUTLET
PIPE
NOT TO SCALE6INLETPIPE 3"102"
3"
17"62"
3"
17"48"3"54"NOTES:24"54"24"96"
3"60"3"33"
3"
102"
96"
5 3 4"68"3"79 34"61"4"6"35"9"35"24"24"
12"
3"
A
B
C
D
E
DRAINAGE BED - SECTION
BASIN "A" =12'
BASIN "B" = 6'
BASIN "C" = 6'
3' MIN.8'DRAINAGE BED IS WASHED 2" DRAIN
ROCK. INSTALL WOVEN GEOTEXTILE
FABRIC OVER TOP OF DRAINAGE
BED. INSTALL NON-WOVEN
GEOTEXTILE FABRIC ON SIDES WITH
1-FOOT OVERLAP AT TOP OF
DRAINAGE BED PER ACHD BMP-20
AND SECTION 8200.
7
ASTM C-33 SAND
SEASONAL HIGH GROUNDWATER IS EXPECTED GREATER
THAN 16-FEET FROM GROUND SURFACE - ELEVATION = < 2584
DRAINAGE BED DETAIL 1.50'LENGTH: BASIN "A" = 35.00' / BASIN "B" = 248.00' / BASIN "C" = 246.00'
INSTALL PERFORATED PVC OR HDPE PIPE
2" WASHED DRAIN ROCK
ASTM C-33 SAND 8.00'TANK LID = 2596.55
TOP BED = 2594.33
INV. PIPE = 2592.33
BOTTOM BED = 2586.33
BOTTOM SAND = 2584.83
TANK INVERT IN = 2594.30
TANK INVERT = 2591.14
TANK INVERT
OUT = 2593.50
TOP BAFFLE
= 2593.58
TANK RIM = 2597.80 TANK RIM = 2597.80
INSTALL END CAP
REFER TO PLAN VIEW SHEET FOR MORE INFORMATION.
ALL STORM DRAIN PIPING SHALL BE N-12 ADS OR APPROVED SUBSTITUTE.
SEDIMENT TANKS TO BE CONSTRUCTED IN ACCORDANCE WITH I.S.P.W.C. SD-624.
DESIGN INFILTRATION RATE IS 8 INCHES PER HOUR. ACHD STAFF MUST VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED.
SEASONAL HIGH GROUNDWATER WAS DETERMINED TO BE <2584 (±16.1') FROM A GEOTECHNICAL ENGINEERING EVALUATION REPORT NO. B191879g BY MTI DATED 18-NOVEMBER-2019. CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY IF BEDROCK OR GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND / OR IF IT IS HIGHER THAN
ANTICIPATED.
PROFILE VIEW
2
5-FEET MINIMUM
SEPARATION
EXCAVATION FOR DRAINAGE BED MUST
EXTEND AT LEAST ONE FOOT INTO
FREE DRAINING ACTIVE MATERIALS
NON-PERFORATED
PVC OR HDPE PIPE
NOT TO SCALE
NOT TO SCALE
NOTES:
A
B
C
D
E
18"
OUTLET
SIDE
INLET
SIDE
MAINTAIN 6" OF DRAIN ROCK
OVER TOP OF PERFORATED PIPE
TYPICAL ASPHALTIC PAVEMENT
INTERNAL CROSS-SECTION
OUTLET
PIPE
BASIN "A"
BASIN "B"
TANK RIM = 2597.80 TANK RIM = 2597.80
TANK LID = 2596.55
TANK INVERT IN = 2594.30
TANK INVERT = 2591.14
TOP BAFFLE
= 2593.58
TANK INVERT
OUT = 2593.50
TOP BED = 2594.33
INV. PIPE = 2592.33
BOTTOM BED = 2586.33
BOTTOM SAND = 2584.83
GROUT ALL
SIDES OF
PIPE (TYP.)
18" ADS
N-12 OR
EQUAL, OR
18" PVC
CATCH BASIN & SEDIMENT
TANK CONNECTION DETAIL4NOT TO SCALE
CATCH
BASIN
SIDE
SEDIMENT
TANK
SIDE
AREA FROM END OF SLEEVE
SHALL BE PLUGGED WITH
RAMNEK MASTIK OR EQUAL.
Note
8-INCH PVC (ASTM
D-3034, SDR-35)
4-INCH SEWER
SERVICE (TYPICAL)
4-INCH PVC
(ASTM D-2241)
2-INCH WATER
SERVICE
(TYPICAL)
3 PIPE SLEEVE SECTION DETAIL
NOT TO SCALE
BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATEIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTEROF SECTION 30, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISEMERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHOAllmon SubdivisionTC05SCPS.DWG
05-JANUARY-2020
PERFORATED PVC
OR HDPE PIPE
BASIN "C"
TANK RIM = 2600.72 TANK RIM = 2600.72
TANK LID = 2599.47
TANK INVERT IN = 2597.22
TANK INVERT = 2594.06
TOP BAFFLE
= 2596.50
TANK INVERT
OUT = 2596.42
TOP BED = 2597.25
INV. PIPE = 2595.25
BOTTOM BED = 2589.25
BOTTOM SAND = 2587.75
BOTTOM BAFFLE
= 2593.08
BOTTOM BAFFLE
= 2593.08
BOTTOM BAFFLE
= 2596.00
0.5'
18" MIN.
MW
MW
DRAINAGE BED SCHEMATICS
NOT TO SCALE
BASIN "C" - DRAINAGE BED - PER A.C.H.D. SUPPLEMENTALS
1000 GALLON SEDIMENT
TANK PER ISPWC SD-624
33 LF 18" PERFORATED N-12 ADS
180°
45°45°
45°45°
3/8-INCH PERFORATION
LOCATION (TYPICAL)
18" PVC
3/8-INCH PERFORATIONS IN EACH VALLEY
OF CORRUGATED PIPE - 5 EACH
PERFORATED PIPE SHALL BE PERFORATED
IN ACCORDANCE WITH THE ACHD BMP-04.
SEE DETAIL 4 THIS SHEET.
NOTES:
A
B
PERFORATION DETAIL
CONTRACTOR SHALL COORDINATE WITH A.C.H.D. INSPECTION FOR
PLACEMENT OF ELECTRONIC MARKERS TO BE INSTALLED AT THE CORNERS
OF THE DRAINAGE BED DURING CONSTRUCTION AND PRIOR TO BACKFILLING.
PORTIONS OF GROUND WATER MONITORING WELL PIPES LYING IN DRAINAGE
SAND MUST BE WRAPPED IN DRAINAGE GEOTEXTILE TYPE I PER ISPWC
SECTION 2050. THE OBSERVATION WELLS SHALL EXTEND TO A MINIMUM OF
1-FOOT BELOW THE BOTTOM OF THE SAND IN DRAINAGE BEDS.
NOTES:
A
B
5
MW
246'6'3'3'6'3'3'248'
INSTALL MONITORING WELL PER I.S.P.W.C. SD-627
INSTALL MONITORING WELL PER I.S.P.W.C. SD-627
INSTALL MONITORING WELL
PER I.S.P.W.C. SD-627
STANDARD COVER
18" CAP 12'6'6'35'
1'1'
1'1'
1'1'
244 LF 18" PERFORATED N-12 ADS
246 LF 18" PERFORATED N-12 ADS
1000 GALLON SEDIMENT
TANK PER ISPWC SD-624
STANDARD COVER
5 LF 18" NON-PERFORATED N-12 ADS
BASIN "B" - DRAINAGE BED - PER A.C.H.D. SUPPLEMENTALS
1000 GALLON SEDIMENT
TANK PER ISPWC SD-624
STANDARD COVER
5 LF 18" NON-PERFORATED N-12 ADS
18" CAP
18" CAP
BASIN "A" - DRAINAGE BED -
PER A.C.H.D. SUPPLEMENTALS
5 LF 18" NON-PERFORATED N-12 ADS
NOT APPROVED FOR
CONSTRUCTION PRELIMINARYPRELIMINARY
NORTH LOCUST GROVE ROADRESERVE SUBDIVISIONRESERVE SUBDIVISION NO. 2
ARCADIA SUBDIVISIONMADELY
N
N
S
U
B
D
I
V
I
S
I
O
N
MADELY
N
N
S
U
B
D
I
V
I
S
I
O
N
BLOCK
2
BLOCK
2
BLOCK
1
BLOCK
2
BLOCK
2
BLOCK
1
BLOCK
1
BLOCK
1
T
T
RESERVE SUBDIVISION
NORTHDEHAASAVENUESDNORTH STARRY NIGHT AVENUEEAST AZAN STREET EAST AZAN STREET
BLOCK
1
135.39'30.89'74.13'17.00'23.00'
30.00'
4.00'
10.00'
G
G
S
2 3 4 5 6 7 8
1011
12
9 10 11 12 13 14 15
16
17181920
211
23456789
13
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15
16
17
1
PBM#1
PBM#2 REGISTEREDPROFESSIO NAL
J O S EPHD . .CANNINGS T A TE OF IDAHOENGINEER4116BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATEIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTEROF SECTION 30, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISEMERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHOAllmon SubdivisionTC05SCPS.DWG
05-JANUARY-2020
SCALE: 1-INCH = 50-FEET
0 10050
BA
NORTH
NOT APPROVED FOR
CONSTRUCTION
AS NOTED
AS NOTED
J.D. CANNING
K.M. KETTELLEDRAWN BY:
CHECKED BY:
DATE:
VERTICAL SCALE:
HORIZONTAL SCALE:
FILE:BAB & A Engineers, Inc.Consulting Engineers, Surveyors & Planners5505 West Franklin Road Boise, Idaho 83705Voice: 208.343.3381 Fax: 208.342.5792 Web: http://www.baengineers.comC5.0
SHEET NO.:Street LightPlanPROJECT
LOCATION
M
N PBM#1
PBM#2
BA
NORTH
VICINITY MAP NOT TO SCALE
1.ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, THE CITY
OF MERIDIAN DESIGN MANUAL, AND THE NATIONAL ELECTRIC CODE.
2.A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/
TO OPEN A PERMIT AND REQUEST INSPECTIONS.
3.INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING.
4.STREET LIGHT BASES SHALL BE LOCATED 10' MIN, FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS.
5.KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR
SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION.
6.CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS.
7.ALL STREET LIGHTS SHALL BE PER THE APPROVED LED FIXTURE LIST FOR STREET LIGHTING FOR 44' OR LESS (LOCAL), LOW PEDESTRIAN LEVEL.
NEW STREET LIGHT - TYPE 1
NEW STREET LIGHT - TYPE 2
EXISTING STREET LIGHT
LEGENDSTREET LIGHT NOTES
EXISTING STREET LIGHT
EXISTING STREET LIGHT
EAST TUTTLE STREET
EAST COMMANDER STREET
INSTALL TYPE 2
LED STREET LIGHT
NO. ________
INSTALL TYPE 2
LED STREET LIGHT
NO. ________
INSTALL TYPE 2
LED STREET LIGHT
NO. ________
INSTALL TYPE 2
LED STREET LIGHT
NO. ________
INSTALL TYPE 2
LED STREET LIGHT
NO. ________
EXISTING STREET LIGHT
EXISTING STREET LIGHT
EAST COMMANDER
STREET
EAST SEGUNDO
STREET
EXISTING
NON-STANDARD
STREET LIGHTS
330'±
220'±
220'
INSTALL TYPE 1
LED STREET LIGHT
NO. ________
INSTALL TYPE 1
LED STREET LIGHT
NO. ________
EAST
DUNWOODY
COURT PRELIMINARYPRELIMINARY