HomeMy WebLinkAboutConstruction Drawings V1Engineer's Standard Notes: City of Meridian - Standard Notes: Vicinity Map:
Southridge South Subdivision Phase 1
Challenger Development
Construction Drawings
1. THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THE
CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR
THE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS.
2. THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLY
EXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE
WORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE
ON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/OR
FAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE.
3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES
DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE
COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE
CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT
LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURES
DURING THE CONSTRUCTION OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THE
GOVERNING AGENCY, AT NO EXTRA COST TO THE OWNER.
5. ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND
PROTECTED.
6. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY
CONSTRUCTION PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST 24-HOURS PRIOR TO ANY
CONSTRUCTION.
7. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO
STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO
EXCEPTIONS TO THESE STANDARDS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN
WRITING BY THE GOVERNING AGENCY. AT THE TIME THE PROJECT WAS DESIGNED, THE 2013 EDITION OF THE ISPWC
WAS THE MOST-RECENTLY ADOPTED.
8. ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS.
9. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESS
OTHERWISE NOTED. THE DIRECT COST OF PERMITS WILL BE REIMBURSED BY THE OWNER.
10. CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES.
11. THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS AND
INCLUDES THIS INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR IS
RESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIES
BETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THE
CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'S
REPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR OR
RECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL
COST TO THE OWNER.
12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAINING THE REQUIRED MATERIALS,
EQUIPMENT AND MANPOWER NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL, INCLUDING PEDESTRIAN
TRAFFIC, WITHIN THE PROJECT LIMITS AND ON THE APPROACHES TO THE PROJECT.
13. CONTRACTOR SHALL HAVE A STAMPED, APPROVED SET OF PLANS, A COMPLETE COPY OF THE IDAHO STANDARDS
FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.) ACHD SUPPLEMENTAL SPECIFICATIONS AND CITY OF MERIDIAN
STANDARDS AT THE WORK SITE AT ALL TIMES.
14. CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON-SITE AT ALL TIMES AND RECORD ASBUILT
INFORMATION DURING THE COURSE OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR
SHALL PROVIDE THE MARKED UP AS-BUILT PLANS TO THE DESIGN ENGINEER FOR PREPARATION AND SUBMITTAL
OF RECORD DRAWINGS.
15. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO THE START
OF ALL WORK INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT (ACHD) INFRASTRUCTURE.
THE GENERAL CONTRACTOR SHALL COORDINATE THE PRECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER,
REPRESENTATIVE FROM THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT, ACHD, ALL CONTRACTORS,
SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT.
ACHD Standard Notes:
R/W
R/W
PRV
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
G IRR
GIRR
GIRR
GIRR
GIRR
GIRR
GIRR
GIRR
G G
G
G G
G
G G
G
G G G G G G G G G
21''SS
21''SS
S
AN
SAN
SAN
SAN
SAN
SAN
SAN
18''IRR
12''W
4''PI
MTR
WTR
6''PI
6''PI
6''PI
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
M
TR
MTR
MTR
MTR
PI
PI
SD
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
8''SS
EP EP
EP
EP
EP
EP
EP
O
O
O
O O
O
O
O
O
O
O
O
O
8''W
8''SS
12''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
12''W
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
4''PIRR
SD
SD
SD
SD
EP
EP EP
EP
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
EP EP
EP
EP
EP
EP
EP
O
O
O
O O
O
O
O
O
O
O
O
O
4''PIRR
EP
EP EP
EP
EP
EP
P
I
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
EP EP
EP
EP
EP
EP
EP
O
O
O
O O
O
O
O
O
O
O
O
O
4''PIRR
EP
EP EP
EP
EP
EP
P
I
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
R/W
R/W
PRV
R/W R/W R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
G
IRR
GIRR
GIRR
GIRR
GIRR
GIRR
GIRR
GIRR
G
G
G
G
G G G G
G
G G G
G
G G G G
G
21''SS
21''SS
21''SS
21''SS
18''SD
S
AN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
30''SS
SAN
SAN
SAN
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
EP
EP
EP
EP
O O O O
O
O
O
O
O
O
8''W
8''SS
12''W
8''W
8''W
8''W
8''W
8''W
12''W
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
SD
SD
EP
EP
EP
EP
SD
C
O
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SD
MTR
MTR
MTR
File Location: g:\2021\121027\cad\121027 cd c151 swppp plan.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:24 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
SWPPP
C1.52
Waters of the US
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
PROJECT
LOACTION
1 MILE RADIUS
12/06/21
FP-2021-0059
File Location: g:\2021\121027\cad\121027 cd c151 swppp plan.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:24 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
SWPPP
C1.55
SWPPP Details
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
PROFILE
PLAN VIEW
CONSTRUCTION SPECIFICATIONS
1. STONE SIZE-USE CRUSHED 2" STONE OR RECLAIMED OR RECYCLED
CONCRETE EQUIVALENT FOR TOP LAYER, 2"-8" DIAMETER FOR BASE
LAYER.
2. LENGTH-AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A
SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD
APPLY).
3. THICKNESS-NOT LESS THAN 6 INCHES.
4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT
POINTS WHERE INGRESS OR EGRESS OCCURS.
5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO
PLACING OF STONE. FILTER WILL NOT BE REQUIRED ON A SINGLE
FAMILY RESIDENCE LOT.
6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION
ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS
IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE
PERMITTED.
7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO
PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING
WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL
SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.
8. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR
TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS
REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE
AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED
AFTER EACH RAIN.
10' MINIMUM
50' MINIMUM
6" MIN.
FILTER CLOTH MOUNTABLE BERM
(OPTIONAL)
EXISTING GRADE
10'
10'10'
EXISTING
PAVEMENT
2%
R/W
16.5'
50' R.O.W.
9.5'
LANDSCAPE
STRIP
5'
2%
R/W
16.5'
5'
9.5'
LANDSCAPE
STRIP
R/W
R/W
7' ACHD
SIDEWALK EASEMENT
7' ACHD SIDEWALK
EASEMENT
C/L
10'
JOINT TRENCH
UTILITY
EASEMENT
(TYP. BOTH SIDES)
1
Local Road Typical Section
Scale: NTS
2%
P/L
10'
30' COMMON LOT
2%
P/L
10'
C/L
VARIES
2
Shared Driveway Typical Section
Scale: NTS
VARIES
1.75%±0.25% 1.75%±0.25%
25' 25'
12" RIBBON
CURB
STANDARD 3" ROLL CURB AND
GUTTER PER ACHD SUPP SD-702
OR STANDARD 6" VERTICAL
CURB AND GUTTER PER ACHD
SUPP SD-701
STANDARD 3" ROLL CURB AND
GUTTER PER ACHD SUPP SD-702
OR STANDARD 6" VERTICAL
CURB AND GUTTER PER ACHD
SUPP SD-701
2.5-IN ASPHALT, SP-3, O.50-IN (1/2") MIX PG-58-28
4-IN OF 3/4" MINUS CRUSHED
AGGREGATE BASE, TYPE 1
EP
EP
EP
EP
EP
EP
G
G
G
G G
G
2+00
2+50
PT STA: 2+05.29
70+00
70+50
71+00
PC STA: 70+03.63
5.10%
5.00%
1.75%
7.20%
5.87%
1.75%
1.59%
1.59%
1.39%
5.13%
1.75%
6.50%
8.00%
2.17%
5.82%
1.39%
1.84%
7.89%
8.30%
1.75%
2.49%
2.50%
1.84%
1.89%
5.00%
1.75%
3.35%
1.85%
6.57%
1.75%
8.30%
FL: 2685.95
FL: 2686.02
FL: 2686.43
FL: 2686.49
FL: 2686.63
FL: 2686.56
FL: 2686.33
FL: 2686.26
FL: 2686.24
FL: 2686.32
FL: 2686.72
47+00
48+00
75+50
76+00
76+50
77+00
77+50
STA: 76+82.72
OFF: 18.54'R
STA: 76+66.67
OFF: 28.50'R
STA: 76+26.02
OFF: 28.50'R
STA: 76+83.03
OFF: 18.50'L
STA: 76+53.22, OFF: 16.50'L
TBC: 2675.27
STA: 76+59.31, OFF: 16.50'L
TBC: 2675.51
STA: 76+67.89, OFF: 13.94'L
TBC: 2675.36
STA: 76+74.39, OFF: 12.00'L
TBC: 2675.20
STA: 76+91.55, OFF: 12.00'L
TBC: 2674.87
STA: 76+98.05, OFF: 13.94'L
TBC: 2674.72
STA: 77+06.64, OFF: 16.50'L
TBC: 2674.57
STA: 77+12.71, OFF: 16.50'L
TBC: 2674.14
1.75%
1.94%
1.80%
5.29%
4.94%
1.75%
1.26%
1.94%
7.21%
1.52%
5.83%
1.51%
1.84%
8.30%
6.79%
FL: 2674.67
FL: 2674.57
FL: 2674.37
FL: 2674.45
FL: 2674.43
FL: 2674.37
FL: 2674.61
FL: 2674.51
FG: 2674.74
FG: 2674.65
FG: 2674.81
FG: 2674.72
FG: 2674.96
FG: 2674.89
45+00
46+00
206+00
GB: 2668.73
GB: 2668.95
GB: 2669.14
GB: 2669.60
GB: 2669.97
GB: 2670.25
GB: 2670.14
GB: 2669.85
GB: 2669.40
GB: 2669.09 GB: 2668.80
GB: 2669.01
FL: 2668.92
FL: 2668.89
FL: 2668.80
FL: 2668.77
FL: 2669.15
FL: 2669.24
FL: 2669.87
FL: 2669.97
FL: 2669.80
FL: 2669.71
FL: 2668.89
FL: 2668.79 FL: 2668.75
FL: 2668.78
FL: 2668.87
FL: 2668.90
GB: 2668.78
GB: 2669.06
FG: 2669.23
FG: 2669.32
FG: 2669.38
FG: 2669.47
FG: 2669.40
FG: 2669.48
FG: 2669.74
FG: 2669.82
FG: 2670.04
FG: 2669.95
FG: 2669.84
FG: 2669.75
FG: 2669.24
FG: 2669.32
FG: 2669.37
STA: 205+87.09, OFF: 16.99'R FG: 2669.46
TBC: 2669.30
STA: 205+91.38, OFF: 21.29'R
TBC: 2669.33
STA: 205+71.79, OFF: 12.03'R
TBC: 2669.21
STA: 205+66.29, OFF: 13.90'R
TBC: 2669.11
STA: 205+57.74, OFF: 16.50'R
TBC: 2668.99
STA: 205+55.66, OFF: 16.50'L
TBC: 2669.45
STA: 205+64.25, OFF: 13.94'L
TBC: 2669.48
85+50
86+00 86+50
213+00
STA: 213+17.02
OFF: 22.41'L
STA: 212+97.77
OFF: 31.20'R
STA: 85+57.23, OFF: 16.50'R
TBC: 2667.52
STA: 86+45.42, OFF: 16.50'R
TBC: 2666.97
STA: 213+10.06, OFF: 16.50'L
TBC: 2667.00
STA: 212+80.26, OFF: 16.50'R
TBC: 2666.69
STA: 212+96.71, OFF: 22.67'R
TBC: 2666.46
STA: 213+02.23, OFF: 29.57'R
STA: 213+19.43, OFF: 18.32'L TBC: 2666.61
TBC: 2667.19
STA: 213+10.78, OFF: 16.51'L
TBC: 2667.02
1.83%
7.67%
1.75%
8.30%
1.64%
8.05%
1.75%
5.18%
FG: 2667.23
FG: 2667.32
FG: 2666.71
FG: 2666.62
FL: 2666.82
FL: 2666.71
FL: 2666.21
FL: 2666.31
1
1
1.97%
2667
2667
STANDARD 6" VERTICAL CURB AND
GUTTER PER ACHD SUPP SD-701
STANDARD 3" ROLL CURB AND
GUTTER PER ACHD SUPP SD-702
Curb Legend:
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
File Location: g:\2021\121027\cad\121027 cd c201 road typ sections.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:25 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
File Location: g:\2021\121027\cad\121027 cd c250 drainage details.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:25 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Details
C2.50
ACHD Drainage Details
2
Groundwater Observation Well Detail
Scale: NTS
(B)
SAND AND GREASE TRAP
(PER ACHD SD BMP-01)
FINISH GRADE VARIES
PLAN
(C)
7"
TOP: (F)
24"
9" MIN.
12" MAXIMUM GRADE RINGS. IF GREATER THAN 12"
IS REQUIRED USE MANHOLE CONE SECTIONS.
INLET/OUTLET PIPE SEE PLANS FOR PIPE
CONFIGURATION SIZES AND REQUIREMENTS (TYP.)
INV-OUT: (D)
RIM: (E)
INV.-IN:(A)
3
1500 Gallon Sand & Grease Trap Details
Scale: NTS
ELEV
A
ELEV
B
ELEV
C
ELEV
D
BAFFLE
SPACING
Qwq
cfs
18" 2.72
ACHD SAND AND GREASE TRAP
SG
NO
1 2668.41 2668.31 2667.81 2667.56
Sheet Notes:
1. IF GROUNDWATER IS ENCOUNTERED THEN THE CONTRACTOR SHALL
NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF
DRAINAGE FACILITY TO PROVIDE 3' MIN. CLEARANCE BETWEEN
GROUNDWATER AND THE BOTTOM OF THE FACILITY. UNTIMELY
NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO
THE CONTRACTOR.
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
G G G
G G G G
G G G G G
G G
G G
G G G G G
12''W
12''W
12''W
12''W
21''SS 21''SS 21''SS
SAN
21''SS
EP EP
4''PI
4''PI
8''PI 8''PI
4''PI
4''PI
W
R/W
R/W
R/W
R/W
B2 L01
2,573-SF
B2 L02
5,592-SF
B1 L02
6,627-SF
4''PIRR
4''PIRR
4''PIRR
4''PIRR
12''W 12''W
12''W
12''W
12''W
8''SS
8''SS
8''SS
8''W
8''W
8''W
8''W
8''SS
EP
EP
SAN
12''W
G
G
G G
G
G G
B2 L02
B1 L03
6,625-SF
B1 L04
6,625-SF
B1 L05
6,625-SF
B1 L06
6,625-SF
B2 L09
4,829-SF
B2 L08
4,829-SF
B2 L07
4,829-SF
B2 L06
4,829-SF
B2 L05
B1 L02
6,627-SF
12''W
12''W
8''SS
8''SS
8''SS
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''SS
8''SS 8''SS
8''SS 8''SS
8''SS 8''SS
8''SS 8''SS
EP
SAN
SAN
12''W
MT
R
MTR
MTR
MTR
MTR
MTR
MTR
4''PIRR
4''PIRR
B1 L11
7,329-SF
B1 L12
7,407-SF
B1 L09
6,625-SF
6,625-SF
B1 L07
6,625-SF
B1 L08
6,625-SF
B2 L12
5,012-SF
B2 L11
4,829-SF
B2 L10
4,829-SF
B2 L09
4,829-SF
B3 L02
5,012-SF
B3 L03
5,000-SF
B3 L04
5,000-SF
B3 L05
5,000-SF
B3 L06
5,000-SF
B1 L10
6,625-SF
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''SS 8''SS 8''SS 8''SS 8''SS
8''SS
8''SS
8''SS 8''SS 8''SS
8''SS 8''SS
8''SS
SD SD SD
SD
SD
SD
S
AN
SAN
SAN
SD
B1 L18
8,122-SF
B1 L16
7,245-SF
B1 L15
7,283-SF
B1 L14
7,324-SF
B1 L17
7,571-SF B1 L19
8,487-SF
B3 L06
5,000-SF
B3 L07
5,000-SF
B3 L08
5,000-SF
B3 L13
8,236-SF
B3 L09
6,000-SF B3 L10
6,000-SF
B3 L11
6,000-SF
B3 L12
6,000-SF
12''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W 8''W
8''W
12''W
12''W
8''SS
8''SS 8''SS
12''W 12''W
12''W
8''SS
8''SS 8''SS
8''SS
8''SS
8''SS 8''SS 8''SS
S 8''SS
8''SS
S
AN
SAN
SAN
SAN
SAN
MTR
MTR
MTR
MTR
MTR
MTR
B3 L14
5,441-SF
B1 L21
8,474-SF
B3 L13
8,236-SF
B3 L15
6,051-SF
B4 L15
22,058-SF
4''PIRR
4''PIRR
4''PIRR 4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
12''W
8''SS
8''SS
8''SS 8''SS 8''SS
12''W 12''W 12''W
12''W 12''W
12''W
12''W
12''W
12''W 12''W
8''W 8''W
8''W
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
4''PIRR
4''PIRR
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD SD
SD
EP
S
AN
SAN
SAN
SAN
MTR
MTR
B3 L01
4,220-SF
B2 L13
4,220-SF
B2 L12
5,012-SF
B2 L14
4,369-SF
B5 L02
4,827-SF
B3 L02
5,012-SF
B3 L27
5,000-SF
B4 L02
4,770-SF
B4 L01
2,080-SF
B5 L01
2,080-SF
Site 1 LOT 1086
159,585-SF
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
8''W 8''W
8''W
8''W 8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS
8''SS
8''SS
8''SS
SD
SD
SD
SD SD
SD SD SD
SD
SD
EP
S
AN
SAN
B2 L14
4,369-SF
B3 L27
5,000-SF
B3 L26
5,000-SF
B3 L25
5,000-SF
B3 L24
5,000-SF
B3 L23
5,000-SF
B3 L22
5,000-SF
B4 L03
B4 L04
B4 L05
4,764-SF
B4 L06
4,616-SF
B4 L07
4,616-SF
B4 L08
4,616-SF
8''W 8''W 8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''SS
8''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
SD
SD SD
SD
SD SD SD
SD
SD SD SD
SD
EP
S
AN
SAN
SAN
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
B3 L21
5,000-SF
B3 L20
5,000-SF
B3 L15
6,051-SF
B3 L19
5,800-SF B3 L18
5,800-SF
B3 L17
5,800-SF
B3 L16
5,800-SF
B4 L08
4,616-SF
B4 L09
4,616-SF
B4 L10
4,616-SF
B4 L11
4,616-SF B4 L12
4,616-SF B4 L13
4,616-SF B4 L15
22,058-SF
B4 L14
4,616-SF
4''PIRR
4''PIRR 4''PIRR
RR 4''PIRR
8''SS
8''SS
12''W 12''W 12''W 12''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W 8''W
8''W
8''SS 8''SS 8''SS 8''SS 8''SS
8''SS
8''SS
8''SS
8''SS
8''SS 8''SS
8''SS
8''SS
8''SS
SD
SD SD SD
SD
SD
SD
SD
SD
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
G G G G G
G
G
G G
G
G G
12''W
12''W
12''W
21''SS
21''SS 21''SS
21''SS 21''SS
21''SS
21''SS
21''SS 21''SS
S
AN
SAN
SAN
21''SS
12''W
12''W
12''W
12''W
12''W
12''W
EP
4''PI
4''PI
8''PI
4''PI
6''PI
6''PI
6''PI
6'
6''PI
STANDARD 6" VERTICAL CURB AND
GUTTER PER ACHD SUPP SD-701
STANDARD 3" ROLL CURB AND
GUTTER PER ACHD SUPP SD-702
Curb Legend:
R/W R/W R/W R/W
21''SS
SAN
21'
8''SS
8''SS
4''PIRR
4''PIRR
8''W
12''W
8''SS 8''SS
8''SS
8''SS
8''SS 8''SS
8''SS
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
8''SS 8''SS
SAN
SAN
2678
31+00
EG: 2665.55
2664
20.07'
5'
7.5'
5'
7.5'
5'
20'
SW: 2664.72
SW: 2665.52
SW: 2665.43
SW: 2665.23
SW: 2669.73
SW: 2669.76
SW: 2669.81
SW: 2669.68
File Location: g:\2021\121027\cad\121027 cd c309 overland road.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:31 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Roadway Plan & Profile
C3.10
Emergancy Access
Details
Revisions
1.
Date of Issuance:
G G G G G G
G
G G
G
G
G
B2 L01
2,573-SF
B2 L02
5,592-SF
B1 L03
6,625-SF
B1 L02
6,627-SF
4''PIRR
12''W
12'
8''SS
8''SS
8''SS
8''W
8''W
8''W
8''W
8''W
8''SS
8''SS
CO
EP
SAN
12''W
MTR
MTR
PI PI
4''PIRR
4''PIRR
4''PIRR
CO 1
18+00
19+00
20+00
21+00
SSMH11
250-LF OF 8-IN PVC AT 1.00%
IE:2680.3
STA: 20+10.56
OFF: 42.15', R
IE:2678.8
STA: 20+55.87
OFF: 45.02', R
IE:2677.5
STA: 20+98.55
OFF: 46.19', R
STA:20+64.19
OFF:27' L
IE:2678.9
STA:20+05.39
OFF:31' L
IE:2680.6
2 2
B1 L11
7,329-SF
B2 L02
5,592-SF
B1 L09
6,625-SF
B1 L03
6,625-SF
B1 L04
6,625-SF
B1 L05
6,625-SF B1 L06
6,625-SF
B1 L07
6,625-SF
B1 L08
6,625-SF
B2 L12
5,012-SF
B2 L11
4,829-SF
B2 L08 B2 L09 B2 L10
B2 L07
4,829-SF
B2 L06
4,829-SF
B2 L05
4,829-SF
B2 L04
4,829-SF
B2 L03
4,829-SF
B3 L02
5,012-SF
B3 L03
5,000-SF
B3 L04
5,000-SF
B1 L10
6,625-SF
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''SS
8''SS
8''SS
8''SS
8''SS 8''SS 8''SS
8''SS
8''SS
8''SS
6''PI
B1 L18
B1 L13 8,122-SF
7,370-SF
7,329-SF
B1 L16
7,245-SF
B1 L15
7,283-SF
B1 L14
7,324-SF
B1 L12
7,407-SF
B3 L14
5,441-SF
B1 L17
7,571-SF
B1 L20
8,882-SF
B1 L21
8,474-SF
B1 L19
8,487-SF
B3 L03
5,000-SF
B3 L04
5,000-SF B3 L05
5,000-SF B3 L06
5,000-SF
B3 L07
5,000-SF
B3 L08
5,000-SF
B3 L13
8,236-SF
B3 L09
6,000-SF
B3 L10
6,000-SF
B3 L11
6,000-SF
B3 L12
6,000-SF
B1 L22
8,193-SF
EP
EP
O
8''SS
12'
8''W
8''W
8''W
8''W
8''W
8''W
8''W 8''W
8''SS
8''SS
12''W
6''PI
6''PI
B3 L14
5,441-SF
B1 L26
8,162-SF
B1 L25
8,156-SF
B1 L24
8,195-SF
B1 L23
8,207-SF
B1 L20
8,882-SF
B1 L21
8,474-SF
B1 L19
8,487-SF
B3 L13
B3 L15
6,051-SF
B4 L15
22,058-SF
B1 L22
8,193-SF
4''PIRR
4''PIRR
4''PIRR
4''PIRR
EP
EP
EP
EP
EP
O
O
O
O
O
O
O
8''SS
8''SS
8''SS
12''W 12''W
12''W
12''W
8''W
8''W
8''SS
8''SS
8''SS
8''SS
8''SS
4''PIRR
SD
SD
EP
EP
EP
R/W
R/W R/W
R/W
R/W
R/W
12''W
12''W
21''SS
SAN
21''SS
MTR
6''PI
6''PI
6'
6''PI
R/W
R/W
R/W R/W
R/W
B1 L18
8,122-SF
B3 L14
5,441-SF
B1 L19
8,487-SF
B3 L13
8,236-SF
B3 L12
6,000-SF
4''PIRR
4''PIRR
4''PIRR
8''SS
12''W
8''W
8''SS
8''SS 8''SS
12''W
12''W
12''W 12''W
8''SS
SD
SAN
SAN
SAN
SAN
MTR
MTR
MTR
PI
PI
30+00 31+00
32+00
40+00 41+00 42+00
STA:30+39.01
OFF:29' L
IE:2665.1
STA:31+32.63
OFF:29' L
IE:2664.6
B5 L02
4,827-SF
B3 L27
5,000-SF B3 L26
5,000-SF B3 L25
5,000-SF B3 L24
5,000-SF
B3 L23
5,000-SF
B3 L22
5,000-SF
B3 L21
5,000-SF
B3 L20
5,000-SF
B3 L19
5,800-SF
B3 L18
5,800-SF
B3 L17
5,800-SF
B4 L02
4,770-SF B4 L03
4,734-SF B4 L04
4,620-SF B4 L05
4,764-SF
B4 L06
4,616-SF
B4 L07
4,616-SF
B4 L08
4,616-SF
B4 L09
4,616-SF
B4 L10
4,616-SF
B4 L11
4,616-SF
B4 L12
4,616-SF
B4 L13
4,616-SF
B4 L14
4,616-SF
B4 L01
2,080-SF
B5 L01
2,080-SF
4''PIRR
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
B1 L25
8,156-SF
B1 L24
8,195-SF
B3 L15
6,051-SF
B3 L18
5,800-SF
B3 L17
5,800-SF
B3 L16
5,800-SF
B4 L15
22,058-SF
4''PIRR
4''PIRR
4''PIRR
8''SS
12''W 12''W
8''W
8''W
8''W
8''W
8''SS
8''SS 8''SS
8''SS
8''SS 8''SS
SD
SD SD
SD
SD
SD
SAN
MTR
MTR
MTR
MT
R
PI
35+00 34+00
61+00
62+00
74°
108°
STA:33+94.25
OFF:38' L
IE:2662.9
STA:34+68.80
OFF:37' L
IE:2662.5
STA:35+41.94
OFF:36' L
IE:2662.0
2
2
4
212
SSMH22
1
15.5'
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
12''W
12''W
8''SS
8''SS
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
SD
SD SD
SD
SD
SD
SD
4''PIRR 4''PIRR 4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
EP EP EP EP EP EP
EP
EP
O
O
O
O
O
O
O
O O
O
O
O
O
O
8''W
8''W
8''W
8''SS
8''SS
12''W
12''W
12''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
'W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
8''SS
EP EP EP
EP
EP
EP
EP
O
O
O O
O O
O
O
O
O
O
O
O
8''W
8''SS
12''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
12''W
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
4''PIRR
SD
SD
SD
SD
EP EP EP
EP
EP
EP
SD
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
EP EP
EP
EP
EP
EP
EP
O
O
O
O
O
O
O
O
O
O
O
O
O
8''SS
12''W
8''W
8''W
8''W
8''W
12''W
8''SS
8''SS
8''SS
8''SS
4''PIRR
SD
SD
EP EP EP
EP
EP
EP
SD
SD
S
AN
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MT
R
MTR
MTR
File Location: g:\2021\121027\cad\121027 cd c601 pressure irrigation.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:33 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Pressure Irrigation
C6.10
Details
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
NTS
Details
10/26/2021
12/06/21
FP-2021-0059
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
PI
PI
PI
PI
PI
PI
PI
PI
P
I
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
6''PI
6''PI
6''PI
6''PI
6''PI
6''PI
C
O
R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
6''PI
21''SS
21''SS
21''SS
21''SS 21''SS
12''SD
21''SS
12''SD
21''SS
15''SD
21''SS
15''SD
21''SS
18''SD
S
AN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
21''SS
12''W
12''W
EP
EP
IRR
IRR
IRR
IRR
IRR
12''IRR
12''W 12''W
MTR
12''W
12''W
12''W
12''W
12''W
12''W
W
TR
SD
SD
SD
SD
SD
SD
6''PI
6''PI
6''PI
6''PI
6''PI
MTR
6''PI
6''PI
6''PI
6''PI
6''PI
6''PI
6''PI
R/W R/W
R/
R/W
R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
PIRR
PIRR
PIRR
PIRR
PIRR
LOCATE AND CONNECT TO
EXISTING 6-IN PIPE
L
=
62
3
.
12
'
6
-
I
N
P
I
200-LF 6-IN PI
88-LF 6-IN PI
BORE UNDER EXISTING CANAL.
INSTALL 8-IN DR9 HDPE PIPE
6-IN 11.25° BEND
6-IN CROSS
4-6IN GATE VALVES
INSTALL 6-INx4-IN REDUCER
W/THRUST BLOCKS
8-LF 6-IN PI
45° ELBOW
W/THRUST BLOCK
60-LF 6-IN PI
22.5° ELBOW
W/THRUST BLOCK
576-LF 6-IN PI
6-IN GATE VALVE
WITH CAP
4-IN TEE
3-4IN GATE VALVES
W/THRUST BLOCK
4-IN GATE
VALVE
4-IN GATE
VALVE
90° & 22.5° ELBOW
W/THRUST BLOCK
4-IN TEE
1-4IN GATE VALVE
W/THRUST BLOCK
397
L
F
4
-
I
N
P
I
21
2
L
F
4
-
I
N
P
I
100-LF 4-IN PI
83-LF 4-IN PI
103-LF 4-IN PI
PRESSURE IRRIGATION
RISER SEE SHEET
C6.10 FOR DETAILS
5'
TYP
P1
P2
P3
P3
PRESSURE IRRIGATION
RISER SEE SHEET
C6.10 FOR DETAILS
PRESSURE IRRIGATION
RISER SEE SHEET
C6.10 FOR DETAILS
PRESSURE IRRIGATION
RISER SEE SHEET
C6.10 FOR DETAILS
5'
TYP
5'
TYP
5'
TYP
246
L
F
4
-
I
N
P
I
113-LF 4-IN PI
P2
Horizontal Scale:
0 80' 160'
1" = 80'
Pressure Irrigation
File Location: g:\2021\121027\cad\121027 cd c601 pressure irrigation.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:33 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Pressure Irrigation
C6.02
Pressure Irrigation
S Summerson Ave
S Border Way
W Evening Sun St
W. Overland Road
Ridenbaugh Canal
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
POTABLE WATER MAIN CROSSING - SEE NOTE NO. 3 ON THIS SHEET.
C900 PVC SLEEVE/CONDUIT. DIAMETER SHALL BE TWO TIMES THE
DIAMETER OF THE PRESSURE IRRIGATION MAIN.
PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE
APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION.
P1
P3
Pressure Irrigation Notes:
1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS
AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF
TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH
LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL
CROSSINGS PRIOR TO BACKFILLING.
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. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2)
INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE
WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE
THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18)
INCHES ABOVE THE TOP OF THE PIPE.
5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE
WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER.
6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE
WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. THE VALVES AND
BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC
RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS.
7. 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.
8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS
AND/OR PUMP-OUT STATIONS AS SHOWN ON THE PLANS
9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NAMPA-MERIDIAN
IRRIGATION DISTRICT STANDARD SPECIFICATIONS FOR IRRIGATION DISTRIBUTION
SYSTEMS.
10. PRESSURIZED IRRIGATION SYSTEM IS AN EXTENSION OF THE EXISTING SOUTHRIDGE
SUBDIVISION PHASE 1 SYSTEM.
10.1. SYSTEM IS OWNED AND OPERATED BY THE SOUTHRIDGE HOME OWNER'S
ASSOCIATION. DEVELOPER IS IN DISCUSSIONS WITH NAMPA-MERIDIAN
IRRIGATION DISTRICT REGARDING POTENTIAL OF TRANSFERRING SYSTEM TO
N.M.I.D.
10.2. SYSTEM IS CONNECTED TO CITY OF MERIDIAN POTABLE WATER SYSTEM FOR
SECONDARY SOURCE.
Keynotes: #
Sheet Notes:
1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE
LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
2. SEE SHEET C6.01 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS.
P2
10/26/2021
12/06/21
FP-2021-0059
SD
C
O
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MT
R
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
M
TR
MTR
MTR
MTR
MTR
MTR
MTR
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
P
I
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
P
I
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
8''SS
6''PI
6''PI
6''PI
CO
R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
G
G
G
G
G G
G
G G
G
G
G
G
G
G
12''W
21''SS
21''SS 21''SS
21''SS
21''SS
21''SS
S
AN
SAN
SAN
SAN
21''SS
SAN
12''W
12''W
12''W
4''PI
MTR
WTR
6''PI
6''PI
6''PI
6''PI
6''PI
6''PI
6''PI
6''PI
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
200-LF 6-IN PI
6-IN CROSS
4-6IN GATE VALVES
INSTALL 6-INx4-IN REDUCER
W/THRUST BLOCKS
8-LF 6-IN PI
45° ELBOW
W/THRUST BLOCK
60-LF 6-IN PI
22.5° ELBOW
W/THRUST BLOCK
576-LF 6-IN PI
6-IN GATE VALVE
WITH CAP
4-IN TEE
3-4IN GATE VALVES
W/THRUST BLOCK
4-IN GATE
VALVE
4-IN GATE
VALVE
90° & 22.5° ELBOW
W/THRUST BLOCK
4-IN TEE
1-4IN GATE VALVE
W/THRUST BLOCK
3
9
7
L
F
4
-
I
N
P
I
2
12
L
F
4
-
I
N
P
I
100-LF 4-IN PI
83-LF 4-IN PI
103-LF 4-IN PI
PRESSURE IRRIGATION
RISER SEE SHEET
C6.10 FOR DETAILS
5'
TYP
P1
P2
P3
PRESSURE IRRIGATION
RISER SEE SHEET
C6.10 FOR DETAILS
PRESSURE IRRIGATION
RISER SEE SHEET
C6.10 FOR DETAILS
PRESSURE IRRIGATION
RISER SEE SHEET
C6.10 FOR DETAILS
5'
TYP
5'
TYP
5'
TYP
PRESSURE IRRIGATION
RISER SEE SHEET
C6.10 FOR DETAILS
5'
TYP
PRESSURE IRRIGATION
RISER SEE SHEET
C6.10 FOR DETAILS
5'
TYP
4-IN TEE
3-4IN GATE VALVES
W/THRUST BLOCK
4-IN GATE
VALVE
4-IN GATE
VALVE
4-IN GATE
VALVE
4-IN GATE VALVE
4-TEE
4-IN TEE
2-4IN GATE VALVES
W/THRUST BLOCK
4-IN GATE VALVE
4-IN TEE
4-IN GATE
VALVE
4-IN GATE
VALVE
4-IN GATE
VALVE
4-IN TEE
3-4IN GATE VALVES
W/THRUST BLOCK
4-IN GATE
VALVE
4-IN TEE
2-4IN GATE VALVES
W/THRUST BLOCK
4-IN GATE
VALVE
170-LF 4-IN PI
2
46
L
F
4
-
I
N
P
I
69-LF 4-IN PI
60-LF 4-IN PI
75-LF 4-IN PI
103-LF 4-IN PI
69-LF 4-IN PI
113-LF 4-IN PI
2
16
L
F
4
-
I
N
P
I
430
L
F
4
-
I
N
P
I
2
9
4
L
F
4
-I
N
P
I
66
L
F
4
-
I
N
P
I
87-LF 4-IN PI
79-LF 4-IN PI
113-LF 4-IN PI
P1
P1
P1
P1
P1
P2
P2
P2
P2
P2
P2
P3
4-IN GATE
VALVE
4-IN GATE
VALVE
P2
105-LF 4-IN PI
68-LF 4-IN PI
109-LF 4-IN PI
Horizontal Scale:
0 80' 160'
1" = 80'
Pressure Irrigation-Pressure Irrigation
File Location: g:\2021\121027\cad\121027 cd c601 pressure irrigation.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:33 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Pressure Irrigation
C6.01
Pressure Irrigation
S Summerson Ave
S Border Way
W Evening Sun St
W Rio De Plata Dr
W Timberwood Dr
W. Overland Road
Ridenbaugh Canal
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
POTABLE WATER MAIN CROSSING - SEE NOTE NO. 3 ON THIS SHEET.
C900 PVC SLEEVE/CONDUIT. DIAMETER SHALL BE TWO TIMES THE
DIAMETER OF THE PRESSURE IRRIGATION MAIN.
PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE
APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION. CALL 811 PRIOR TO CONSTRUCTION.
INSTALL PRESSURE IRRIGATION RISER CONNECT TO EXISTING 6-IN PI. SEE
SHEET C6.01 FOR DETAILS
P1
P3
Pressure Irrigation Notes:
1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS
AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF
TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH
LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL
CROSSINGS PRIOR TO BACKFILLING.
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. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2)
INCHES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER -UNSAFE
WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE
THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18)
INCHES ABOVE THE TOP OF THE PIPE.
5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE
WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER.
6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE
WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. THE VALVES AND
BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC
RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS.
7. 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.
8. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO SLOPE TO DRAINS
AND/OR PUMP-OUT STATIONS AS SHOWN ON THE PLANS
9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH NAMPA-MERIDIAN
IRRIGATION DISTRICT STANDARD SPECIFICATIONS FOR IRRIGATION DISTRIBUTION
SYSTEMS.
10. PRESSURIZED IRRIGATION SYSTEM IS AN EXTENSION OF THE EXISTING SOUTHRIDGE
SUBDIVISION PHASE 1 SYSTEM.
10.1. SYSTEM IS OWNED AND OPERATED BY THE SOUTHRIDGE HOME OWNER'S
ASSOCIATION. DEVELOPER IS IN DISCUSSIONS WITH NAMPA-MERIDIAN
IRRIGATION DISTRICT REGARDING POTENTIAL OF TRANSFERRING SYSTEM TO
N.M.I.D.
10.2. SYSTEM IS CONNECTED TO CITY OF MERIDIAN POTABLE WATER SYSTEM FOR
SECONDARY SOURCE.
Keynotes: #
Sheet Notes:
1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE
LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
2. SEE SHEET C6.01 FOR NAMPA-MERIDIAN IRRIGATION STANDARD DETAILS.
P2
P4
10/26/2021
12/06/21
FP-2021-0059
8''SS
12''W 12''W 12''W
8''SS 8''SS
8''SS 8''SS
8''SS
'SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS 8''SS
8''SS 8''SS 8''SS
8''SS 8''SS
4''PIRR
4''PIRR
SD
SD
SD
SD
SD SD
EP
EP EP
EP
EP
EP
EP
EP
SD
SD SD SD
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SD
SD
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MT
R
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
PI
PI
PI
PI
PI
PI PI
PI PI
PI
PI
PI PI
PI
PI
PI
PI
PI PI
PI
PI
P PI
I
PI PI
PI PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI PI
PI
PI
PI PI
PI PI
PI
PI
PI
PI
PI
6''PI
6''PI 6''PI
4''PIRR
4''PIRR
4''PIRR
PIRR
C
O
R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
12''W
21''SS 21''SS 21''SS 21''SS
21''SS 21''SS
SAN
SAN
12''W
12''W
12''W
12''W
6''PI
6''PI
6''PI
6''PI
6''PI
6''PI
6''PI 6''PI
6'
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
C
90
0
INSTALL 8"x8" TEE
2-8-IN GATE VALVES
W/THRUST BLOCK PER ISPWC SD-403
1-8"x6"x8" TEE (MJxFLGxMJ)
1-6" GATE VALVE
INSTALL 8.5 L.F. 6" WATER MAIN
1-6" FIRE HYDRANT
W/THRUST BLOCK PER ISPWC SD-403
26-LF 8-IN C900
244-LF 8-IN C900
20
0-
L
F
8-
I
N
C
9
0
0
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
1-8"x6"x8" TEE (MJxFLGxMJ)
1-6" GATE VALVE
INSTALL 8.5 L.F. 6" WATER MAIN
1-6" FIRE HYDRANT
W/THRUST BLOCK PER ISPWC
SD-403
W2
W1
427
-
L
F
8
-
I
N
C
9
0
0
4
2
7
-
L
F 8
-
I
N
C
9
0
0
95-LF 12-IN C900
225-LF 12-IN C900
55-LF 12-IN C900
46-LF 12-IN C900
246-LF 12-IN C900
132-LF 8-IN C900
1-8"x6"x8" TEE (MJxFLGxMJ)
1-6" GATE VALVE
INSTALL 8.5 L.F. 6" WATER MAIN
1-6" FIRE HYDRANT
W/THRUST BLOCK PER ISPWC SD-403
INSTALL 8.5 L.F. 6" WATER MAIN
1-6" FIRE HYDRANT
W/THRUST BLOCK PER ISPWC SD-403
CONNECT TO EXISTING 12" WATER MAIN WITH 1-12"x12"
(FLGxMJ) TEE,1-12" GATE VALVE (FLxMJ) . INSTALL
THRUST BLOCKS PER ISPWC SD-403
INSTALL 1-12" (FLG) TEE
1-12" GATE VALVE (FLG X MJ)
1-12" ADAPTER (FLG X MJ)
1-12"X8" REDUCER (FLG)
1-8" GATE VALVE (FLG X MJ)
W/THRUST BLOCK PER ISPWC SD-403
45° 12-IN ELBOW
W/THRUST BLOCK PER
ISPWC SD-403
45° 12-IN ELBOW
W/THRUST BLOCK
PER ISPWC SD-403
INSTALL 1-12"x8"x8"X12" (FLGxMJ) CROSS
1-12" GATE VALVE (FLxMJ)
1-8" GATE VALVE (FLxMJ)
1-8"x6" REDUCER
1-6" GATE VALVE
W/THRUST BLOCK PER ISPWC SD-403
INSTALL
BLOW-OFF
ASSEMBLY
PER CITY OF MERIDIAN
DETAIL W13
W2
W2
W2
W1
W1
W2
W2
W2
W2
W2
W1
W2
W2
W1
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
41-LF 12-IN C900
1-12"x6"x12" TEE (MJxFLGxMJ)
1-6" GATE VALVE
INSTALL 8.5 L.F. 6" WATER MAIN
1-6" FIRE HYDRANT
W/THRUST BLOCK PER ISPWC SD-403
W5
W5
W5
W5
W1
Horizontal Scale:
0 40' 80'
1" = 40'
Water Plan-Potable Water Plan
File Location: g:\2021\121027\cad\121027 cd c501 water plan.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:33 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Water Plan
C5.02
Potable Water Plan
S Summerson Ave
S Border Way
W Evening Sun St
W. Overland Road
Ridenbaugh Canal
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
ADA COUNTY HIGHWAY DISTRICT
Plans Are Accepted For Public Street
Construction
By stamping and signing the improvement plans, the Registered Engineer ensures the
District that the plans conform to all District policies and standards. Variances or
waivers must be specifically and previously approved by the District in writing.
Acceptance of the improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY: _____________________________ DATE: _____________________
SEE SHEET C5.01
SEE SHEET C5.01
Keynotes:
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. 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.
POTABLE WATER MAIN CROSSING - SEE WATER NOTE NO. 2 ON THIS SHEET.
POTABLE / NON-POTABLE WATER SERVICE CROSSING - SEE WATER NOTE NO. 3 ON
THIS SHEET.
8" or 12" C900 CONDUIT FOR PRESSURE IRRIGATION, PLACE REBAR AT BOTH ENDS
FOR LOCATING PURPOSES. SEE PRESSURE IRRIGATION PLANS FOR LENGTHS.
PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE
APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CALL
811 PRIOR TO CONSTRUCTION.
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).
W1
W2
W3
W4
City of Meridian Water Notes:
Sheet Notes:
1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE
LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
Legend:
8" WATER MAIN (OR AS NOTED)
2" BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN DETAIL W13
GATE VALVE
FIRE HYDRANT PER CITY OF MERIDIAN DETAIL W8
3/4" WATER SERVICE PER CITY OF MERIDIAN DETAIL W1
3/4" DOUBLE WATER SERVICE PER CITY OF MERIDIAN DETAIL W3
WATER SERVICE SLEEVE
EXISTING WATER MAIN
EXISTING BLOW-OFF ASSEMBLY
EXISTING GATE VALVE
EXISTING FIRE HYDRANT
SEWER MAIN (SIZE NOTED)
PRESSURE IRRIGATION (SIZE NOTED)
MTR MTR
8"W
8"W
WTR
8"SS
PIRR
W5
10/26/2021
12/06/21
FP-2021-0059
S
AN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SD
SD
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
PI PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI PI
PI
PI
PI PI
PI
PI
PI
PI
PI
PI
PI
PI PI
PI
PI
PI PI
PI
PI PI
PI
PI
8''SS
8''SS
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
PIRR
PIRR
C
O
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
G G G G G G
G G G G G G
G
G
12''W
12''W
12''W
21''SS
21''SS
21''SS
21''SS
21''SS 21''SS 21''SS
SAN
SAN
SAN
21''SS
12''W
12''W
12''W
12''W
12''W
EP
4''PI
8''PI
4''PI
6''PI
6''PI
6''PI
6''PI
6''PI
6''PI
6''PI
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
REMOVE EXISTING BLOW-OFF
CONNECT TO EXISTING
12-IN C900. INSTALL 11.25-DEG ELBOW
AND THRUST BLOCK PER ISPWC SD-403
INSTALL 12-IN 22.5° ELBOW
W/THRUST BLOCK PER ISPWC SD-403
INSTALL 12"x8" TEE
1-12-IN GATE VALVE
2-8-IN GATE VALVES
W/THRUST BLOCK PER ISPWC SD-403
INSTALL
BLOW-OFF
ASSEMBLY
PER CITY OF
MERIDIAN
DETAIL W13
98-LF 12-IN C900
57-LF 12-IN C900
10-LF 12-IN C900
38-LF 12-IN C900
104-LF 12-IN C900
INSTALL BLOW-OFF ASSEMBLY PER CITY OF
MERIDIAN DETAIL W13
1-12"x6"x12" TEE (MJxFLGxMJ)
1-6" GATE VALVE
INSTALL 9 L.F. 6" WATER MAIN
1-6" FIRE HYDRANT
W/THRUST BLOCK PER ISPWC SD-403
1-8"x6"x8" TEE (MJxFLGxMJ)
1-6" GATE VALVE
INSTALL 9 L.F. 6" WATER MAIN
1-6" FIRE HYDRANT
W/THRUST BLOCK PER ISPWC
SD-403
3
0
3
-
L
F
8
-
I
N
C
9
00
INSTALL 8"x8" TEE
2-8-IN GATE VALVES
W/THRUST BLOCK PER ISPWC SD-403
1-8"x6"x8" TEE (MJxFLGxMJ)
1-6" GATE VALVE
INSTALL 8.5 L.F. 6" WATER MAIN
1-6" FIRE HYDRANT
W/THRUST BLOCK PER ISPWC SD-403
26-LF 8-IN C900
244-LF 8-IN C900
102
-
LF
8
-
I
N
C
9
0
0
97-LF 8-IN C900
INSTALL BLOW-OFF ASSEMBLY PER
CITY OF MERIDIAN DETAIL W13
INSTALL 8" CROSS
4-8-IN GATE VALVES
W/THRUST BLOCK PER ISPWC SD-403
20
0-
L
F
8-
I
N
C
9
0
0
INSTALL
BLOW-OFF
ASSEMBLY PER CITY OF
MERIDIAN DETAIL W13
W4
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
W2
1-8"x6"x8" TEE (MJxFLGxMJ)
1-6" GATE VALVE
INSTALL 8.5 L.F. 6" WATER MAIN
1-6" FIRE HYDRANT
W/THRUST BLOCK PER ISPWC
SD-403
W1
W2
W2
W1
W2
W2
W1
W2
141-LF 8-IN C900
2
73
-
L
F
8
-
I
N
C
9
0
0
INSTALL 12-IN 22.5° ELBOW
W/THRUST BLOCK PER ISPWC SD-403
INSTALL 12-IN
22.5° ELBOW
W/THRUST BLOCK
PER ISPWC
SD-403
W1
32-LF 8-IN C900
1-8"x6"x8" TEE (MJxFLGxMJ)
1-6" GATE VALVE
INSTALL 8.5 L.F. 6" WATER MAIN
1-6" FIRE HYDRANT
W/THRUST BLOCK PER ISPWC
SD-403
W5
W5
W5
Horizontal Scale:
0 40' 80'
1" = 40'
Water Plan-Potable Water Plan
File Location: g:\2021\121027\cad\121027 cd c501 water plan.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:33 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Water Plan
C5.01
Potable Water Plan
S Summerson Ave
S Border Way
W Rio De Plata Dr
W Timberwood Dr
W. Overland Road
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
ADA COUNTY HIGHWAY DISTRICT
Plans Are Accepted For Public Street
Construction
By stamping and signing the improvement plans, the Registered Engineer ensures the
District that the plans conform to all District policies and standards. Variances or
waivers must be specifically and previously approved by the District in writing.
Acceptance of the improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY: _____________________________ DATE: _____________________
Keynotes:
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. 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.
POTABLE WATER MAIN CROSSING - SEE WATER NOTE NO. 2 ON THIS SHEET.
POTABLE / NON-POTABLE WATER SERVICE CROSSING - SEE WATER NOTE NO. 3 ON
THIS SHEET.
8" or 12" C900 CONDUIT FOR PRESSURE IRRIGATION, PLACE REBAR AT BOTH ENDS
FOR LOCATING PURPOSES. SEE PRESSURE IRRIGATION PLANS FOR LENGTHS.
PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES AND SURFACE
APPURTENANCES. LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CALL
811 PRIOR TO CONSTRUCTION.
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).
W1
W2
W3
W4
City of Meridian Water Notes:
Sheet Notes:
1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE
LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
Legend:
WTR
8" WATER MAIN (OR AS NOTED)
2" BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN DETAIL W13
GATE VALVE
FIRE HYDRANT PER CITY OF MERIDIAN DETAIL W8
3/4" WATER SERVICE PER CITY OF MERIDIAN DETAIL W1
3/4" DOUBLE WATER SERVICE PER CITY OF MERIDIAN DETAIL W3
WATER SERVICE SLEEVE
EXISTING WATER MAIN
EXISTING BLOW-OFF ASSEMBLY
EXISTING GATE VALVE
EXISTING FIRE HYDRANT
SEWER MAIN (SIZE NOTED)
PRESSURE IRRIGATION (SIZE NOTED)
MTR MTR
8"W
WTR
8"W
WTR
8"SS
PIRR
SEE SHEET C5.02
SEE SHEET C5.02
GAS LINE CROSSING CALL WILLIAMS AT
1-855-245-2300 AT LEAST 30 DAYS BEFORE
ANY EARTH WORK OR WORK IS STARTED
WITHIN THE EASEMENT. 2' MINIMUM
SEPARATION IS REQUIRED
W5
10/26/2021
12/06/21
FP-2021-0059
16.8'
12.6'
270-LF OF 8-IN PVC AT 3.45%
270-LF OF 8-IN PVC AT 3.45%
STA:60+85.64
OFF:28' L
IE:2665.5
IE:2664.9
STA: 61+10.92
OFF: 45.19', R
IE:2665.6
STA: 60+69.91
OFF: 43.81', R
2
4
4
4
STA:61+39.69
OFF:27' L
IE:2664.2
STA:61+95.10
OFF:27' L
IE:2662.8
STA:62+45.55
OFF:29' L
IE:2661.8
4
3
4
2
2
4
N PVC AT 0.40%
Sewer Line C (3): Sta. 61+20 - 63+30
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
2640
2643
2646
2649
2652
2655
2658
2661
2664
2667
2670
2673
2676
2640
2643
2646
2649
2652
2655
2658
2661
2664
2667
2670
2673
2676
Sewer Line D: Sta. 79+50 - 83+10
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
2652
2655
2658
2661
2664
2667
2670
2673
2676
2679
2682
2685
2688
2652
2655
2658
2661
2664
2667
2670
2673
2676
2679
2682
2685
2688
61+20
2670.6
2669.19
61+50
2670.8
2668.40
61+80
2669.9
2667.62
62+10
2670.2
2666.92
62+40
2669.4
2666.36
62+70
2668.4
2666.80
63+00
2668.0
2667.44
63+30
2668.7
2667.63
IE IN: 2647.80, 8-IN PVC (SE)
IE IN: 2647.80, 8-IN PVC (S)
IE OUT: 2647.70, 8-IN PVC (NW)
SSMH22
48-IN DIA. PER ISPWC SD-503
STA: 62+95.69, 0.00'
RIM: 2667.35±
270-LF OF 8-IN PVC AT 3.45%
EXISTING GROUND ELEVATION
AT CENTERLINE PIPE
PROPOSED GRADE ELEVATION
AT CENTERLINE PIPE
PROPOSED GRADE AT
CENTERLINE PIPE
EXISTING GROUND AT
CENTERLINE PIPE
79+50 79+80 80+10
2663.3
2669.58
80+40
2662.1
2669.24
80+70
2661.4
2669.21
81+00
2661.0
2669.04
81+30
2661.3
2668.88
81+60
2661.7
2668.71
81+90
2663.0
2668.55
82+20
2663.5
2668.38
82+50
2663.9
2668.18
82+80 83+10
IE IN: 2659.47, 8-IN PVC (SW)
IE IN: 2659.47, 8-IN PVC (SE)
IE OUT: 2659.37, 8-IN PVC (NE)
SSMH65
48-IN DIA. PER ISPWC SD-501
STA: 80+00, 0.00'
RIM: 2669.73±
EXISTING GROUND ELEVATION
AT CENTERLINE PIPE
PROPOSED GRADE ELEVATION
AT CENTERLINE PIPE
PROPOSED GRADE AT
CENTERLINE PIPE
EXISTING GROUND AT
CENTERLINE PIPE
WATER SERVICE
CROSSING
WATER SERVICE
CROSSING
2
2
SEEPAGE BED SEE ROADWAY
PLANS FOR DETAILS
STORM DRAIN
12-IN PVC CROSSING
151-LF OF 8-IN PVC AT 0.40%
IE IN: 2660.08, 8-IN PVC (SE)
IE OUT: 2660.08, 8-IN PVC (NW)
CO 3
"T' TYPE CLEAN-OUT PER
STA: 81+51.44, 0.00'
RIM: 2668.76±
B5 L02
4,827-SF
B4 L02
4,770-SF
B4 L01
2,080-SF
B5 L01
2,080-SF
4''PIRR
4''PIRR
4''PIRR
8''W
8''W
8''W
8''W
8''SS
8''SS 8''SS
SD
SD
SD
SD
SD
EP
EP
SAN
MTR
MTR
MTR
PI
PI PI
8''SS
8''SS
PIRR
PIRR
CO
55+00
56+00
80+00
81+00
82+00
82+70
92°
94°
SSMH64
108-LFOF 8-IN PVC AT 1.22%
SSMH65
229-
STA:55+02.60
OFF:30' L
IE:2664.8
STA:56+42.75
OFF:27' L
IE:2664.1
IE:2664.0
STA: 56+31.97
OFF: 44.73', R
IE:2664.4
STA: 55+07.07
OFF: 42.00', R
2
2
1
3
3
4
4
15.5'
SSMH59
11.5'
86°
88°
AN
L G-2
Horizontal Scale:
0 30' 60'
1" = 30'
Sewer Line C
File Location: \\oak\cad\2021\121027\cad\121027 cd c401 sewer line b.dwg
Last Plotted By:jason densmer
Date Plotted: Tuesday, October 26 2021 at 07:06 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Sanitary Sewer
C4.07
Sewer Line C & D
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
Sheet Notes:
Keynotes:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN,
CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
MATCH PLANS.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES.
1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C1.00
2. POTABLE / NON-POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET
C1.00
3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2
AND MARK PER SD SW3
4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN
SD SW3
5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEL BOOT AT PROPOSED PIPE
CONNECTION
#
SEE SHEET
C4.06
SEE SHEET
C4.06
SEE SHEET
C4.06
Horizontal Scale:
0 30' 60'
1" = 30'
Sewer Line D
S Summerson Ave
W Evening Sun St
W Rio De Plata Dr
S Summerson Ave
10/26/2021
12/06/21
FP-2021-0059
8''W
8''W
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS
8''SS 8''SS
8''SS
8''SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
EP
SAN
SAN
SAN
SAN
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
PI
8''SS
8''SS
PIRR
PIRR
55+00
56+00 57+00
58+00 59+00 60+00
61+00
80+00
81+00
171°
171°
92°
94°
173°
SSMH64
108-LF OF 8-IN PVC AT 1.22%
SSMH65
229-LF OF 8-IN PVC AT 0.45%
SSMH66
232-LF OF 8-IN PVC AT 0.45%
SSMH67
270-LF OF8-IN PVC AT 3.45% 270-LF OF 8-I
STA:55+02.60
OFF:30' L
IE:2664.8
STA:56+42.75
OFF:27' L
IE:2664.1
STA:56+89.82
OFF:27' L
IE:2664.3
STA:57+36.41
OFF:28' L
IE:2664.5
STA:57+86.70
OFF:31' L
IE:2664.8
STA:58+35.63
OFF:28' L
IE:2665.0
STA:58+82.18
OFF:27' L
IE:2665.3
STA:59+28.75
OFF:27' L
IE:2665.5
STA:59+75.31
OFF:28' L
IE:2665.7
STA:60+20.51
OFF:31' L
IE:2666.0
STA:60+85.64
OFF:28' L
IE:2665.5
IE:2664.9
STA: 61+10.92
OFF: 45.19', R
IE:2665.6
STA: 60+69.91
OFF: 43.81', R
IE:2665.9
STA: 60+32.95
OFF: 41.62', R
IE:2665.8
STA: 59+95.77
OFF: 43.12', R
IE:2665.5
STA: 59+54.77
OFF: 44.85', R
IE:2665.3
STA: 59+13.16
OFF: 45.50', R
IE:2665.1
STA: 58+72.72
OFF: 45.04', R
IE:2665.0
STA: 58+31.72
OFF: 43.49', R
IE:2664.9
STA: 58+00.77
OFF: 41.60', R
IE:2664.6
STA: 57+56.97
OFF: 43.51', R
IE:2664.4
STA: 57+15.32
OFF: 45.08', R
IE:2664.2
STA: 56+74.78
OFF: 45.49', R
IE:2664.0
STA: 56+31.97
OFF: 44.73', R
IE:2664.4
STA: 55+07.07
OFF: 42.00', R
2
2
2 2
2
2 2
2
2
2
2
2
1
3
3
3
4
4
4 4 4
4
4
4
4
4
4
4
4 4 4
4 4
4
4
4
4
4
15.5'
15.5'
15.5'
STA:61+39.69
OFF:27' L
IE:2664.2
4
2
11.5'
70.05
UTILITY
& DRAINAGE
EASEMENT
14-FT WIDE GRAVEL ACCESS
ROAD PER CITY OF MERIDIAN
DETAIL G-2
Sewer Line C: Sta. 54+30 - 61+20
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
2649
2652
2655
2658
2661
2664
2667
2670
2673
2676
2679
2682
2685
2649
2652
2655
2658
2661
2664
2667
2670
2673
2676
2679
2682
2685
54+30
2661.0
2669.70
54+60
2661.0
2669.50
54+90
2661.4
2669.25
55+20
2662.6
2669.13
55+50
2663.4
2669.42
55+80
2663.9
2669.55
56+10
2664.5
2668.75
56+40
2664.7
2668.44
56+70
2664.6
2668.59
57+00
2664.9
2668.75
57+30
2666.6
2668.92
57+60
2668.7
2669.10
57+90
2669.7
2669.30
58+20
2670.1
2669.42
58+50
2669.7
2669.55
58+80
2668.8
2669.69
59+10
2667.9
2669.84
59+40
2667.5
2670.00
59+70
2667.5
2670.17
60+00
2667.6
2670.36
60+30
2668.5
2670.50
60+60
2669.1
2670.33
60+90
2670.0
2669.89
61+20
2670.6
2669.19
EXISTING GROUND ELEVATION
AT CENTERLINE PIPE
PROPOSED GRADE ELEVATION
AT CENTERLINE PIPE
PROPOSED GRADE AT
CENTERLINE PIPE
EXISTING GROUND AT
CENTERLINE PIPE
108-LF OF 8-IN PVC AT 1.22%
IE IN: 2660.89, 8-IN PVC (SW)
IE OUT: 2660.79, 8-IN PVC (NE)
SSMH64
48-IN DIA. PER ISPWC SD-501
STA: 54+57.38, 0.00'R
RIM: 2669.52±
IE IN: 2659.47, 8-IN PVC (SW)
IE IN: 2659.47, 8-IN PVC (SE)
IE OUT: 2659.37, 8-IN PVC (NE)
SSMH65
48-IN DIA. PER ISPWC SD-501
STA: 55+65.56, 0.00'L
RIM: 2669.73±
229-LF OF 8-IN PVC AT 0.45%
IE IN: 2658.34, 8-IN PVC (SW)
IE OUT: 2658.24, 8-IN PVC (N)
SSMH66
48-IN DIA. PER ISPWC SD-501
STA: 57+94.30, 0.00'
RIM: 2669.33±
232-LF OF 8-IN PVC AT 0.45%
IE IN: 2657.20, 8-IN PVC (S)
IE OUT: 2657.10, 8-IN PVC (N)
SSMH67
48-IN DIA. PER ISPWC SD-501
STA: 60+26.11, 0.00'
RIM: 2670.51±
WATER SERVICE
CROSSING
WATER MAIN
CROSSING
WATER SERVICE
CROSSING
WATER SERVICE
CROSSING
WATER SERVICE
CROSSING
WATER SERVICE
CROSSING
WATER SERVICE
CROSSING
2
2
2
2 2
1
2
SEEPAGE BED SEE ROADWAY
PLANS FOR DETAILS
SEEPAGE BED SEE ROADWAY
PLANS FOR DETAILS
STORM DRAIN
12-IN PVC CROSSING
STORM DRAIN
12-IN PVC CROSSING
Horizontal Scale:
0 30' 60'
1" = 30'
Sewer Line C
File Location: \\oak\cad\2021\121027\cad\121027 cd c401 sewer line b.dwg
Last Plotted By:jason densmer
Date Plotted: Tuesday, October 26 2021 at 07:05 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Sanitary Sewer
C4.06
Sewer Line C
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
Sheet Notes:
Keynotes:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN,
CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
MATCH PLANS.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES.
1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C1.00
2. POTABLE / NON-POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET
C1.00
3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2
AND MARK PER SD SW3
4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN
SD SW3
5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEL BOOT AT PROPOSED PIPE
CONNECTION
#
SEE SHEET
C4.07
SEE SHEET
C4.07
S Summerson Ave
W Rio De Plata Dr
10/26/2021
12/06/21
FP-2021-0059
STA:31+53.19
OFF:39' L
IE:2664.4
IE:2665.0
STA: 30+67.38
OFF: 42.96', R
IE:2665.3
STA: 30+11.31
OFF: 43.16', R
VC AT 5.00%
SSMH17
53-LF OF 8-IN PVC
AT 0.40%
SSMH20
67-LF OF 8-IN PVC AT 0.40%
150-LF OF 8-IN PVC AT 0.40%
136°
2
1
1
2
4
4
4
4
4
2
2
SSMH21
EX SSMH19
SSMH18
12'
12'
93°
90°
121°
Sewer Line B1: Sta. 39+60 - 43+50
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
2640
2643
2646
2649
2652
2655
2658
2661
2664
2667
2670
2673
2676
2640
2643
2646
2649
2652
2655
2658
2661
2664
2667
2670
2673
2676
39+60 39+90 40+20
2664.4
40+50
2664.4
40+80
2664.5
2664.83
41+10
2665.2
2665.82
41+40
2671.6
2667.38
41+70
2677.6
2668.18
42+00
2678.1
2669.03
42+30
2678.1
2669.62
42+60
2678.0
2669.47
42+90
2677.5
2669.80
43+20 43+50
IE IN: 2644.90, 8-IN PVC (E)
IE IN: 2643.82, 21-IN PVC (S)
IE OUT: 2643.72, 21-IN PVC (N)
EX SSMH19
48-IN DIA.
STA: 40+54.41, 0.78'R
RIM: 2664.45±
45-LF OF 8-IN PVC AT 1.05%
IE IN: 2645.47, 8-IN PVC (E)
IE OUT: 2645.37, 8-IN PVC (W)
SSMH18
48-IN DIA. PER ISPWC SD-503
STA: 40+99.32, 0.73'R
RIM: 2665.33±
150-LF OF 8-IN PVC AT 0.40%
IE IN: 2646.17, 8-IN PVC (S)
IE IN: 2646.17, 8-IN PVC (N)
IE OUT: 2646.07, 8-IN PVC (W)
SSMH17
48-IN DIA. PER ISPWC SD-503
STA: 42+49, 0.08'L
RIM: 2669.40±
EXISTING GROUND
ELEVATION AT CENTERLINE PIPE
PROPOSED GRADE
ELEVATION AT CENTERLINE PIPE
PROPOSED GRADE AT
CENTERLINE PIPE
EXISTING GROUND AT
CENTERLINE PIPE
WATER MAIN
Horizontal Scale:
0 30' 60'
1" = 30'
Sewer Line B1
File Location: \\oak\cad\2021\121027\cad\121027 cd c401 sewer line b.dwg
Last Plotted By:jason densmer
Date Plotted: Tuesday, October 26 2021 at 07:05 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Sanitary Sewer
C4.05
Sewer Line B1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
Sheet Notes:
Keynotes:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN,
CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
MATCH PLANS.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES.
1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C1.00
2. POTABLE / NON-POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET
C1.00
3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2
AND MARK PER SD SW3
4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN
SD SW3
5. REMOVE EXISTING TYPE "T" CLEAN-OUT AND INSTALL SEWER MANHOLE. MATCH
ELEVATION OF EXISTING SEWER AT POINT OF CONNECTION. NOTIFY ENGINEER OF
ANY DISCREPANCY FROM PLAN.
#
S Border Way
W. Overland Road
SEE SHEET
C4.03
SEE SHEET
C4.03
5
5
S Border Way
10/26/2021
12/06/21
FP-2021-0059
EP
EP
EP
SD
SD
SD
SD
SD SD
EP
SAN
SAN
SAN
MTR
MTR
MTR
MTR
MTR
MTR
PI
PI
PI
PI
6''PI
6''PI
CO
32+00
33+00
34+00
35+00
36+00
37+00
62+00
STA:31+32.63
OFF:29' L
IE:2664.6
STA:31+53.19
OFF:39' L
IE:2664.4
53-LF OF 8-IN PVC
AT 0.40%
SSMH20
67-LF OF 8-IN PVC AT 0.40%
136°
74°
108°
1
2
4
4
STA:32+05.40
OFF:44' L
IE:2664.2
STA:32+46.28
OFF:41' L
IE:2663.9
STA:33+19.92
OFF:39' L
IE:2663.4
STA:33+94.25
OFF:38' L
IE:2662.9
STA:34+68.80
OFF:37' L
IE:2662.5
STA:35+41.94
OFF:36' L
IE:2662.0
2
2
2
2 2
2
4
4 4
4
4
SSMH21
212-LF OF 8-IN PVC AT 0.40%
SSMH22
1
12'
15.5'
16.8'
12.6'
STA:61+95.10
OFF:27' L
IE:2662.8
STA:62+45.55
OFF:29' L
IE:2661.8
4
2
4
14-FT WIDE GRAVEL ACCESS ROAD
PER CITY OF MERIDIAN DETAIL G-2
23.4
167-LF OF 8-IN PVC AT 0.40%
121°
Sewer Line B (2): Sta. 31+80 - 37+13.3628
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
2640
2643
2646
2649
2652
2655
2658
2661
2664
2667
2670
2673
2676
2640
2643
2646
2649
2652
2655
2658
2661
2664
2667
2670
2673
2676
31+80
2676.0
2668.85
32+10
2675.4
2668.72
32+40
2670.6
2668.52
32+70
2669.0
2668.34
33+00
2669.0
2668.16
33+30
2668.9
2667.98
33+60
2668.5
2667.80
33+90
2668.2
2667.62
34+20
2668.1
2667.44
34+50
2668.0
2667.27
34+80
2667.7
2667.08
35+10
2667.3
2666.91
35+40
2666.9
2666.71
35+70
2666.4
2666.51
36+00
2666.4
2666.30
36+30
2666.3
2666.10
36+60
2666.2
2665.89
36+90
2666.0
2665.66
37+13.36
2666.0
2665.53
IE IN: 2647.80, 8-IN PVC (SE)
IE IN: 2647.80, 8-IN PVC (S)
IE OUT: 2647.70, 8-IN PVC (NW)
SSMH22
48-IN DIA. PER ISPWC SD-503
STA: 34+25.20, 3.20'R
RIM: 2667.35±
212-LF OF 8-IN PVC AT 0.40%
IE IN: 2646.85, 8-IN PVC (SE)
IE OUT: 2646.75, 8-IN PVC (W)
SSMH21
48-IN DIA. PER ISPWC SD-503
STA: 32+12.90, 0.00'
RIM: 2668.73±
EXISTING GROUND ELEVATION
AT CENTERLINE PIPE
PROPOSED GRADE ELEVATION
AT CENTERLINE PIPE
PROPOSED GRADE AT
CENTERLINE PIPE
EXISTING GROUND AT
CENTERLINE PIPE
8" WATER MAIN
CROSSING
SEEPAGE BED SEE ROADWAY
PLANS FOR DETAILS
STORM DRAIN
12-IN PVC CROSSING
167-LF OF 8-IN PVC AT 0.40%
IE IN: 2648.47, 8-IN PVC (SE)
IE OUT: 2648.47, 8-IN PVC (NW)
CO 2
"T' TYPE CLEAN-OUT PER
STA: 35+92.68, 1.39'R
RIM: 2666.32±
Horizontal Scale:
0 30' 60'
1" = 30'
Sewer Line B
File Location: \\oak\cad\2021\121027\cad\121027 cd c401 sewer line b.dwg
Last Plotted By:jason densmer
Date Plotted: Tuesday, October 26 2021 at 07:05 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Sanitary Sewer
C4.04
Sewer Line B
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
Sheet Notes:
Keynotes:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN,
CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
MATCH PLANS.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES.
1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C1.00
2. POTABLE / NON-POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET
C1.00
3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2
AND MARK PER SD SW3
4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN
SD SW3
5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEL BOOT AT PROPOSED PIPE
CONNECTION
#
SEE SHEET
C4.03
SEE SHEET
C4.07
S Summerson Ave
S Border Way
W Evening Sun St
10/26/2021
12/06/21
FP-2021-0059
12''W
8''SS
8''SS
8''SS
8''SS
8''SS 8''SS
8''SS 8''SS
D SD
EP
EP
EP
SD
SAN
SAN
SAN
SAN
SAN
SAN
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
6''PI
26+00
27+00
28+00
29+00 30+00 31+00
32+00
SSMH14
42+00
IE:2668.8
STA: 25+98.23
OFF: 43.37', R
STA:26+28.48
OFF:31' L
IE:2668.1
STA:25+68.46
OFF:27' L
IE:2669.3
2
2
4
3 4
STA:27+04.29
OFF:30' L
IE:2667.3
STA:27+73.35
OFF:30' L
IE:2666.8
STA:28+38.32
OFF:28' L
IE:2666.4
STA:29+07.86
OFF:29' L
IE:2666.0
STA:29+72.59
OFF:29' L
IE:2665.5
STA:30+39.01
OFF:29' L
IE:2665.1
STA:31+32.63
OFF:29' L
IE:2664.6
STA:31+53.19
OFF:39' L
IE:2664.4
IE:2665.0
STA: 30+67.38
OFF: 42.96', R
IE:2665.3
STA: 30+11.31
OFF: 43.16', R
IE:2665.6
STA: 29+62.06
OFF: 43.30', R
IE:2666.0
STA: 29+02.37
OFF: 42.75', R
IE:2666.3
STA: 28+55.05
OFF: 43.45', R
IE:2666.6
STA: 28+06.39
OFF: 43.55', R
IE:2666.9
STA: 27+62.18
OFF: 42.01', R
IE:2667.1
STA: 27+23.16
OFF: 41.83', R
IE:2667.4
STA: 26+78.92
OFF: 41.81', R
IE:2667.9
STA: 26+41.73
OFF: 40.59', R
113-LF OF 8-IN PVC AT 1.96%
SSMH15
141-LF OF 8-IN PVC AT 4.22%
SSMH16
202-LF OF 8-IN PVC AT 5.00%
SSMH17
53-LF OF 8-IN PVC
AT 0.40%
SSMH20
67-LF OF 8-IN PVC AT 0.40%
150-LF OF 8-IN PVC AT 0.40%
171°
174°
175°
136°
2
2
2
2 2
2
2
2
1
1
2
4
4
4
4
4 4 4
4
4
4
4
4
4
4
4 4
4
4
STA:32+05.40
OFF:44' L
IE:2664.2
STA:32+46.28
OFF:41' L
IE:2663.9
2
2
4
4
SSMH21
14.7'
16.7'
12'
93°
90°
121°
Sewer Line B (1): Sta. 26+10 - 31+80
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
2640
2643
2646
2649
2652
2655
2658
2661
2664
2667
2670
2673
2676
2640
2643
2646
2649
2652
2655
2658
2661
2664
2667
2670
2673
2676
26+10
2675.5
2673.05
26+40
2674.4
2672.52
26+70
2673.9
2672.10
27+00
2673.7
2671.90
27+30
2673.5
2671.71
27+60
2674.0
2671.52
27+90
2674.0
2671.31
28+20
2673.7
2671.10
28+50
2673.7
2670.92
28+80
2673.6
2670.74
29+10
2674.6
2670.55
29+40
2679.8
2670.35
29+70
2680.2
2670.16
30+00
2679.9
2669.97
30+30
2679.1
2669.79
30+60
2679.0
2669.60
30+90
2678.1
2669.41
31+20
2677.6
2669.22
31+50
2677.0
2669.12
31+80
2676.0
2668.85
IE IN: 2662.41, 8-IN PVC (SW)
IE OUT: 2662.31, 8-IN PVC (N)
SSMH15
48-IN DIA. PER ISPWC SD-501
STA: 27+48.36, 0.00'
RIM: 2671.61±
141-LF OF 8-IN PVC AT 4.22%
IE IN: 2656.38, 8-IN PVC (S)
IE OUT: 2656.28, 8-IN PVC (N)
SSMH16
48-IN DIA. PER ISPWC SD-503
STA: 28+88.95, 0.00'
RIM: 2670.70±
IE IN: 2646.17, 8-IN PVC (S)
IE IN: 2646.17, 8-IN PVC (N)
IE OUT: 2646.07, 8-IN PVC (W)
SSMH17
48-IN DIA. PER ISPWC SD-503
STA: 30+91.10, 0.00'
RIM: 2669.40±
53-LF OF 8-IN PVC AT 0.40%
IE IN: 2646.48, 8-IN PVC (E)
IE OUT: 2646.38, 8-IN PVC (S)
SSMH20
48-IN DIA. PER ISPWC SD-503
STA: 31+45.44, 0.00'
RIM: 2669.08±
67-LF OF 8-IN PVC AT 0.40%
113-LF OF 8-IN PVC AT 1.96%
IE IN: 2664.73, 8-IN PVC (SW)
IE OUT: 2664.63, 8-IN PVC (NE)
SSMH14
48-IN DIA. PER ISPWC SD-501
STA: 26+35.19, 0.00'
RIM: 2672.61±
EXISTING GROUND ELEVATION
AT CENTERLINE PIPE
PROPOSED GRADE ELEVATION
AT CENTERLINE PIPE
PROPOSED GRADE AT
CENTERLINE PIPE
EXISTING GROUND AT
CENTERLINE PIPE
202-LF OF 8-IN PVC AT 5.00%
WATER SERVICE
CROSSING
WATER SERVICE
CROSSING
WATER SERVICE
CROSSING
12" WATER MAIN
CROSSING 12" WATER MAIN
CROSSING
2
2
2 1
1
Horizontal Scale:
0 30' 60'
1" = 30'
Sewer Line B
File Location: \\oak\cad\2021\121027\cad\121027 cd c401 sewer line b.dwg
Last Plotted By:jason densmer
Date Plotted: Tuesday, October 26 2021 at 07:05 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Sanitary Sewer
C4.03
Sewer Line B
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
Sheet Notes:
Keynotes:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN,
CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
MATCH PLANS.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES.
1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C1.00
2. POTABLE / NON-POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET
C1.00
3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2
AND MARK PER SD SW3
4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN
SD SW3
#
S Border Way
SEE SHEET
C4.04
SEE SHEET
C4.02
SEE SHEET
C4.05
10/26/2021
12/06/21
FP-2021-0059
8''SS 8''SS
SD SD
SD
SD
SAN
SAN
SAN
SD
SD
SD
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
4''PIRR
'PIRR
4''PIRR
20+00
21+00 22+00
23+00 24+00
25+00 26+00
250-LF OF 8-IN PVC AT 1.00%
SSMH12
202-LF OF 8-IN PVC AT 1.26%
SSMH13
222-LF OF 8-IN PVC AT 1.72%
SSMH14
IE:2680.3
STA: 20+10.56
OFF: 42.15', R
IE:2678.8
STA: 20+55.87
OFF: 45.02', R
IE:2677.5
STA: 20+98.55
OFF: 46.19', R
IE:2676.3
STA: 21+41.24
OFF: 45.87', R
IE:2675.0
STA: 21+85.89
OFF: 43.95', R
IE:2673.9
STA: 22+17.98
OFF: 42.72', R
IE:2673.1
STA: 22+60.60
OFF: 45.10', R
IE:2672.7
STA: 23+02.08
OFF: 45.99', R
IE:2672.2
STA: 23+45.97
OFF: 45.40', R
IE:2671.8
STA: 23+88.61
OFF: 43.32', R
IE:2671.4
STA: 24+22.53
OFF: 42.27', R
IE:2669.5
STA: 25+54.54
OFF: 45.46', R
IE:2668.8
STA: 25+98.23
OFF: 43.37', R
STA:26+28.48
OFF:31' L
IE:2668.1
STA:25+68.46
OFF:27' L
IE:2669.3
STA:24+87.31
OFF:26' L
IE:2670.8
STA:24+29.56
OFF:29' L
IE:2671.5
STA:23+64.57
OFF:27' L
IE:2672.3
STA:23+07.40
OFF:26' L
IE:2672.8
STA:22+47.52
OFF:28' L
IE:2673.7
STA:21+80.18
OFF:28' L
IE:2675.3
STA:21+23.16
OFF:26' L
IE:2677.2
STA:20+64.19
OFF:27' L
IE:2678.9
STA:20+05.39
OFF:31' L
IE:2680.6
2
2
2
2
2
2
2
2
2
2
2
2
2
4
4
4
4 4 4 4
4
4
4
4
4
4
4
4
4
4
4 4 4
4
4
3 4
IE:2667.9
STA: 26+41.73
OFF: 40.59', R
113-LF OF 8-I
170°
170°
171°
2
4
15.6'
16.5'
15.8'
14.7'
Sewer Line B: Sta. 19+80 - 26+40
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
2655
2658
2661
2664
2667
2670
2673
2676
2679
2682
2685
2688
2691
2655
2658
2661
2664
2667
2670
2673
2676
2679
2682
2685
2688
2691
19+80
2686.1
2685.77
20+10
2685.4
2684.85
20+40
2685.1
2683.90
20+70
2685.4
2682.97
21+00
2684.9
2682.05
21+30
2684.0
2681.15
21+60
2683.0
2680.26
21+90
2681.9
2679.38
22+20
2681.1
2678.50
22+50
2680.5
2677.76
22+80
2680.0
2677.40
23+10
2680.0
2677.09
23+40
2679.2
2676.79
23+70
2678.8
2676.52
24+00
2678.7
2676.25
24+30
2678.0
2675.95
24+60
2677.9
2675.61
24+90
2677.0
2675.28
25+20
2676.9
2674.74
25+50
2676.1
2674.20
25+80
2675.8
2673.58
26+10
2675.5
2673.05
26+40
2674.4
2672.52
IE IN: 2664.73, 8-IN PVC (SW)
IE OUT: 2664.63, 8-IN PVC (NE)
SSMH14
48-IN DIA. PER ISPWC SD-501
STA: 26+35.19, 0.00'
RIM: 2672.61±
222-LF OF 8-IN PVC AT 1.72%
IE IN: 2668.65, 8-IN PVC (SW)
IE OUT: 2668.55, 8-IN PVC (NE)
SSMH13
48-IN DIA. PER ISPWC SD-501
STA: 24+12.83, 0.00'
RIM: 2676.15±
202-LF OF 8-IN PVC AT 1.26%
IE IN: 2671.29, 8-IN PVC (SW)
IE OUT: 2671.19, 8-IN PVC (NE)
SSMH12
48-IN DIA. PER ISPWC SD-501
STA: 22+10.69, 0.00'
RIM: 2678.79±
250-LF OF 8-IN PVC AT 1.00%
EXISTING GROUND ELEVATION
AT CENTERLINE PIPE
PROPOSED GRADE ELEVATION
AT CENTERLINE PIPE
PROPOSED GRADE AT
CENTERLINE PIPE
EXISTING GROUND AT
CENTERLINE PIPE
WATER SERVICE
CROSSING
WATER SERVICE
CROSSING
WATER SERVICE
CROSSING
WATER SERVICE
CROSSING WATER SERVICE
CROSSING
WATER SERVICE
CROSSING
2
2 2
2
2
2
SEEPAGE BED SEE ROADWAY
PLANS FOR DETAILS
STORM DRAIN
12-IN PVC CROSSING
Horizontal Scale:
0 30' 60'
1" = 30'
Sewer Line B
File Location: \\oak\cad\2021\121027\cad\121027 cd c401 sewer line b.dwg
Last Plotted By:jason densmer
Date Plotted: Tuesday, October 26 2021 at 07:05 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Sanitary Sewer
C4.02
Sewer Line B
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
Sheet Notes:
Keynotes:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN,
CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
MATCH PLANS.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES.
1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C1.00
2. POTABLE / NON-POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET
C1.00
3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2
AND MARK PER SD SW3
4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN
SD SW3
5. CORE EXISTING MANHOLE AND INSTALL KOR-N-SEL BOOT AT PROPOSED PIPE
CONNECTION
#
S Border Way
SEE SHEET
C4.03
SEE SHEET
C4.01
W Rio De Plata Dr
10/26/2021
12/06/21
FP-2021-0059
4
4
4
4
16'
15.6'
1
168°
14-FT WIDE GRAVEL
ACCESS ROAD PER CITY OF
MERIDIAN DETAIL G-2
EXISTING GROUND AT
CENTERLINE PIPE
PROPOSED GRADE AT
CENTERLINE PIPE
EXISTING GROUND ELEVATION
AT CENTERLINE PIPE
PROPOSED GRADE ELEVATION
AT CENTERLINE PIPE
Sewer Line B (4): Sta. 17+40 - 20+40
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
2661
2664
2667
2670
2673
2676
2679
2682
2685
2688
2691
2694
2697
2661
2664
2667
2670
2673
2676
2679
2682
2685
2688
2691
2694
2697
17+40 17+70 18+00
2687.1
2685.39
18+30
2687.0
2685.84
18+60
2687.8
2686.29
18+90
2688.7
2686.83
19+20
2686.4
2687.04
19+50
2686.2
2686.30
19+80
2686.1
2685.77
20+10
2685.4
2684.85
20+40
2685.1
2683.90
176-LF OF 8-IN PVC AT 0.45%
IE IN: 2674.68, 8-IN PVC (SW)
IE OUT: 2674.68, 8-IN PVC (NE)
CO 1
"T' TYPE CLEAN-OUT PER
CITY OF MERDIAN SD SW1
STA: 17+85.67, 0.00'
RIM: 2685.18±
IE IN: 2673.89, 8-IN PVC (SW)
IE OUT: 2673.79, 8-IN PVC (NE)
SSMH11
48-IN DIA. PER ISPWC SD-501
STA: 19+61.07, 5.32'R
RIM: 2686.27±
12" WATER MAIN
CROSSING
1
EXISTING 24" & 27" GAS MAIN
CONTRACTOR TO CALL WILLIAMS
PIPE LINE AT 1-855-245-2300
RETAIN AND PROTECT USE CAUTION
3.31"
2' MIN
2'
MIN
8-IN WATER LINE CROSSING
TOP 2682.17
SURVEY
ELEVATION
TOP 2681.20
SURVEY
ELEVATION
G G G
G G G
GAS LINE EASEMENT
STA: 17+96.40
STA: 18+73.29
Horizontal Scale:
0 30' 60'
1" = 30'
Sewer Line B
File Location: \\oak\cad\2021\121027\cad\121027 cd c401 sewer line b.dwg
Last Plotted By:jason densmer
Date Plotted: Tuesday, October 26 2021 at 07:05 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Sanitary Sewer
C4.01
Sewer Line B
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
Sheet Notes:
W Red Clay Way
Keynotes:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN,
CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
MATCH PLANS.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES.
1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C1.00
2. POTABLE / NON-POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET
C1.00
3. INSTALL 4-IN SEWER SERVICE IN STEEL SLEEVE PER MERIDIAN SD SW1 AND SW2
AND MARK PER SD SW3
4. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN
SD SW3
#
S Border Way
W Timberwood Dr
SEE SHEET C4.02
GAS LINE CROSSING CALL WILLIAMS AT
1-855-245-2300 AT LEAST 30 DAYS BEFORE
ANY EARTH WORK OR WORK IS STARTED
WITHIN THE EASEMENT
75'
PIPELINE EASEMENT
10/26/2021
12/06/21
FP-2021-0059
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
Sheet Notes:
W Overland Road
S Border Way
COMPACTED SANDY GRAVEL
BASE COURSE
ROOT MASS TO FILL GRASSPAVE²
GRASSPAVE² ATTACH WITH SNAP-FIT
FASTENERS
TOP OF GRASS ROOT MASS 6 MM
(
1
4") ABOVE TOP OF RING.
COMPACTED SUBGRADE
COMPACTED SANDY GRAVEL ROAD
BASE 95% MODIFIED PROCTOR
DENSITY, MIN. 12"
RINGS FILLED WITH CONCRETE SAND (CLEAN,
SHARP SAND)
HYDROGROW MIX BELOW RING SUPPLIED FREE
BY MANUFACTURER
SEE ENLARGEMENT BELOW
ADJACENT GRASSPAVE² SQUARES
GRASSPAVE² SQUARES
PLAN
SECTION
ENLARGEMENT
SPECIFICATIONS
UNIT SIZE - (20" x 20" x 1")
AVAILABLE IN 9 STANDARD ROLL SIZES
UNIT WEIGHT - 510 GRAMS (18 OZ.) OR 2.0 KG (4.5
POUNDS)
STRENGTH - 402 KG/CM² (5720 PSI)
COLOR - BLACK (STANDARD)
RESIN - HDPE (WITH SOME POST-CONSUMER
RECYCLED CONTENT)
3
Grasspave - Emergency Access Detail & Section
Scale: NTS
Keynotes: #
1. GRASSPAVE SEE DETAIL THIS SHEET
2. BOLLARD SEE DETAIL THIS SHEET
3. CHAIN WITH PAD LOCK COORDINATE WITH FIRE DEPARTMENT FOR TYPE OF
CHAINING AND LOCK
4. CONSTRUCT SIDEWALK APPROACH PER ACHD SUP SD-710
FILL PIPE WITH CONCRETE, ROUND TOP
6" SCHEDULE 40, STEEL PIPE SET IN CONCRETE
FOOTING. PRIME AND PAINT AS SPECIFIED.
COLOR PER ARCHITECT.
6" SCHEDULE 40, STEEL PIPE SET IN CONCRETE
FOOTING. PRIME AND PAINT AS SPECIFIED.
COLOR PER ARCHITECT.
COMPACTED SUBGRADE
ASPHALT
PAVING PER
PLANS
CHAIN AND PADLOCK ATTACH
PADLOCK TO WELDED EYELET
WELD SOLID
EYELET ONTO
BOLLARD
6" 6" 6"
6" 2'-6" 3'-6"
LANDSCAPING PER PLANS
BASE COURSE AS SPECIFIED
NOTES:
1. REFER TO PLANS FOR EXACT BOLLARD LOCATIONS.
Scale: NTS
Steel Bollards w/ Chain
2
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF
MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS.
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO
CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES
DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE
CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
PRIOR TO DIGGING.
3. COMPLY WITH ALL NOTES ON SHEET C1.00.
4. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
SLOPES.
5. ABBREVIATION NOTES:
SW - SIDEWALK WALK ELEVATION
EG - EXISTING GROUND ELEVATION AT CENTERLINE
6. CONTOUR INTERVALS ARE SHOWN AT 2' AND 10'.
1
1
2
2
3
20.04'
1
1
Emergency Access Detail
Scale: NTS
4
10/26/2021
12/06/21
FP-2021-0059
6''PI
6''PI
6''PI
6''PI
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
12''W
8''SS 8''SS
C
O
PI
PI
PI
PI
PI PI
PI
PI
PI
PI PI
PI
PI
4''PIRR
-0+50
0+00
1+00
2+00
70+00
PC STA: 1+27.95
PT STA: 2+05.29
PC STA: 70+03.63
PT STA: 69+38.03
2690
2690
88
2688
2690
2686
2688
2682
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
2
1
1
8'
10'
3
EG: 2683.02
EG: 2683.31
EG: 2683.49
EG: 2683.32
EG: 2682.96
EG: 2682.56
EG: 2681.82
EG: 2680.92
EG: 2679.96
EG: 2678.95 EG: 2677.96
EG: 2677.16
EG: 2676.15
EG: 2675.09
EG: 2674.13
EG: 2673.10
EG: 2672.11
EG: 2671.19
EG: 2670.27
SW: 2673.79
SW: 2672.84
SW: 2671.89
SW: 2684.95
SW: 2685.29
SW: 2685.49
SW: 2684.97
SW: 2684.46 SW: 2683.74
SW: 2682.86 SW: 2681.85
SW: 2680.75
SW: 2679.76
SW: 2678.77
SW: 2677.80
SW: 2676.83 SW: 2675.88
SW: 2674.93
2680
2672
2674
2676
2678
2682
2684
MATCH EXISTING
SIDEWALK RAMP
STANDARD 6" VERTICAL CURB AND
GUTTER PER ACHD SUPP SD-701
STANDARD 3" ROLL CURB AND
GUTTER PER ACHD SUPP SD-702
Curb Legend:
R/W R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
12''W
21''SS
21''SS
21''SS 21''SS
21''SS
SAN
SAN
SAN
21''SS
21''SS
21''SS
2''W
12''W
12''W
MTR
12''W
12''W
W
TR
6''PI
6''PI
6''PI
6''PI
6''PI
6''PI
6''PI
6''PI
6''PI
'PI
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W
R/W
4''PIRR 4''PIRR
4''PIRR
4''PIRR
4''PIRR
PIRR
EP
EP
EP
O
O
O
O
O
O
8''SS
12''W
12''W
EP
EP
EP
EP
SAN
PI
PI
PI PI
PI PI
PI
PI
6''PI 6''PI
6''PI
'PI
2670
2672
2674
2676
2678
28+00
29+00
30+00 31+00 32+00
33+00
34+00
1
8'
10'
3
EG: 2673.10
EG: 2672.11
EG: 2671.19 EG: 2670.27
EG: 2669.24
EG: 2668.15
EG: 2666.99
EG: 2665.55 EG: 2664.11
EG: 2662.30 EG: 2660.24
SW: 2673.79
SW: 2672.84 SW: 2671.89
SW: 2670.94
SW: 2669.73
SW: 2668.23
SW: 2666.51 SW: 2664.59
SW: 2662.49 SW: 2660.20
2672
2650
2660
2670
2648
2652
2654
2656
2658
2662
2664
2666
2668
20' EMERGENCY
ACCESS SEE C3.10
FOR DETAILS
1.75%
EXISTING 6-IN VERTICAL
CURB & GUTTER
4-IN OF CRUSHED AGGREGATE
FOR BASE, TYPE 1
5' CONCRETE SIDEWALK (5-IN THICK)
ACHD SUP SD-709
8' PLANTER
10'
SIDEWALK
2''
EASEMENT
Horizontal Scale:
0 40' 80'
1" = 40'
Overland Road Sidewalk Details
File Location: g:\2021\121027\cad\121027 cd c309 overland road.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:30 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Roadway Plan & Profile
C3.09
Overland Road
Sidewalk Details
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC
SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH
6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
3. 5' CONCRETE SIDEWALK (5-IN THICK) ACHD SUP SD-709
Roadway & Drainage Notes:
Sheet Notes:
#
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF
MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS.
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO
CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES
DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE
CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
PRIOR TO DIGGING.
3. COMPLY WITH ALL NOTES ON SHEET C1.00.
4. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
SLOPES.
5. ABBREVIATION NOTES:
SW - SIDEWALK WALK ELEVATION
EG - EXISTING GROUND ELEVATION AT CENTERLINE
6. CONTOUR INTERVALS ARE SHOWN AT 2' AND 10'.
See Below
W Timberwood Dr
Signage Keynotes: #
1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1.
Signage Installation Notes:
1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD
STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL
ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND
APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE
MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED.
CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY
ACHD IS PROHIBITED.
2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE
BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
1
Typical Section
Scale: NTS
W. Overland Road
W. Overland Road
Ridenbaugh Canal
See Above
10/26/2021
12/06/21
FP-2021-0059
S
AN
SAN
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
86+00 85+00
209+00
210+00
211+00
212+00
213+00
EVC: 211+55.57
EVC: 213+26.37
PVI: 211+04.33
PVI: 212+80.26
BVC: 210+53.10
BVC: 212+34.15
Overall LP: 212+86.37
STA: 208+96.40, OFF: 16.50'L
TBC: 2669.67
STA: 209+44.42, OFF: 16.50'L
TBC: 2669.92
STA: 208+92.99, OFF: 16.50'R
TBC: 2669.66
STA: 209+32.83, OFF: 16.50'R
TBC: 2669.86
STA: 212+62.60, OFF: 16.50'L
TBC: 2666.82
STA: 212+07.60, OFF: 16.50'L
TBC: 2668.06
STA: 211+51.85, OFF: 16.50'L
TBC: 2669.51
STA: 210+96.15, OFF: 16.50'L
TBC: 2670.43
STA: 210+40.45, OFF: 16.50'L
TBC: 2670.42
STA: 209+92.43, OFF: 16.50'L
TBC: 2670.17
STA: 211+71.85, OFF: 16.50'R
TBC: 2668.99
STA: 211+32.01, OFF: 16.50'R
TBC: 2669.94
STA: 210+92.17, OFF: 16.50'R
TBC: 2670.46
STA: 210+52.34, OFF: 16.50'R
TBC: 2670.48
STA: 210+12.50, OFF: 16.50'R
TBC: 2670.28
STA: 209+72.66, OFF: 16.50'R
TBC: 2670.07
STA: 212+80.26, OFF: 16.50'R
TBC: 2666.69
STA: 213+07.60, OFF: 16.50'L
TBC: 2666.94
5'
9.5'
33' BC-BC
9.5'
5'
50' R/W
CB 09
INLET PER ISPWC SD-601
STA: 212+80.20, 15.67'R
RIM: 2666.42±
SUMP: 2662.77
IE OUT: 2663.77, 12-IN PVC (W)
Q100=0.59 CFS, Q25=0.42 CFS
CB 10
INLET PER ISPWC SD-601
STA: 212+80.25, 15.67'L
RIM: 2666.42±
SUMP: 2662.64
IE IN: 2663.64, 12-IN PVC (E)
IE OUT: 2663.64, 12-IN PVC (W)
Q100=0.61 CFS, Q25=0.44 CFS
SG 05
1000-GAL. S&G TRAP
STA: 212+77.76, 20.51'L
RIM: 2666.77±
SUMP: 2662.25
IE IN: 2663.62, 12-IN PVC (E)
IE OUT: 2662.77, 18-IN PVC (S)
R1499.99'
R1514.5'
R1485.5'
2
2
R25'
R25'
3
3
31-LF OF 12-IN PVC AT 0.40%
5-LF OF 12-IN PVC AT 0.37%
4
1
1
1
2670
2666
2667
2668
2669
2671
7
2668
2669
2670
2670
2670
2667
2667
2668
2669
2670
2668
2669
2671
2672
2670
2668
2669
2671
2665
2663
2664
2666
2670
2670
2666
2667
2667
2667
2668
2668
2668
2669
2669
SEE SHEET C2.11
FOR INTERSECTION
DETAILS
5
10'
S. Summerson Ave: Sta. 209+00 - 213+80
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
2662
2664
2666
2668
2670
2672
2674
2676
2678
2680
2662
2664
2666
2668
2670
2672
2674
2676
2678
2680
209+00
2669.8
2669.77
209+20
2669.9
2669.88
209+40
2670.0
2669.98
209+60
2670.1
2670.08
209+80
2670.2
2670.19
210+00
2670.3
2670.29
210+20
2670.4
2670.40
210+40
2670.5
2670.50
210+60
2670.6
2670.60
210+80
2670.6
2670.60
211+00
2670.5
2670.47
211+20
2670.2
2670.23
211+40
2669.9
2669.86
211+60
2669.4
2669.38
211+80
2668.9
2668.86
212+00
2668.3
2668.33
212+20
2667.8
2667.81
212+40
2667.3
2667.30
212+60
2666.9
2666.94
212+80
2666.8
2666.77
213+00
2666.8
2666.81
213+20
2667.0
2667.04
213+40 213+60 213+80
-2.61%
2.00%
0.52%
GB STA: 213+39.28
EL: 2667.42
PVI STA: 211+04.33
PVI ELEV: 2670.83
K: 32.74
LVC: 102.47
BVCS: 210+53.10
BVCE: 2670.57
EVCS: 211+55.57
EVCE: 2669.49
STORM DRAIN
12-IN PVC CROSSING
EXISTING GROUND ELEVATION
AT CENTERLINE
PROPOSED GRADE ELEVATION
AT CENTERLINE
PROPOSED GRADE AT CENTERLINE
EXISTING GROUND AT CENTERLINE
PVI STA: 212+80.26
PVI ELEV: 2666.24
K: 20.00
LVC: 92.22
BVCS: 212+34.15
BVCE: 2667.44
EVCS: 213+26.37
EVCE: 2667.16
18-IN PVC CROSSING
SG 05
4
STANDARD 6" VERTICAL CURB AND
GUTTER PER ACHD SUPP SD-701
STANDARD 3" ROLL CURB AND
GUTTER PER ACHD SUPP SD-702
Curb Legend:
Horizontal Scale:
0 20' 40'
1" = 20'
S Summerson Ave
File Location: g:\2021\121027\cad\121027 cd c307 rdwy pp.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:30 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Roadway Plan & Profile
C3.08
S Summerson Ave
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
2. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH
TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED
INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE.
ADHESIVE MATS ARE NOT ALLOWED.
3. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB
4. CONSTRUCT SEEPAGE BED NO. 5 8'Wx68'Lx9' D SEE SHEET C2.50 FOR
DETAILS
5. SEEPAGE BED EASEMENT
Roadway & Drainage Notes:
Sheet Notes:
#
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF
MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS.
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO
CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES
DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE
CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
PRIOR TO DIGGING.
3. COMPLY WITH ALL NOTES ON SHEET C1.00.
4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
SLOPES.
See Sheet
C3.07
Signage Keynotes: #
1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1.
Signage Installation Notes:
1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD
STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL
ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND
APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE
MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED.
CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY
ACHD IS PROHIBITED.
2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE
BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
W Evening Sun St
10/26/2021
12/06/21
FP-2021-0059
8''SS 8''SS
PIRR PIRR PIRR PIRR
45+00 46+00
205+00
206+00
207+00
208+00
209+00
PVI: 205+55.66
PVI: 206+07.80 PVI: 206+63.39
BREAK: 205+55.66
BREAK: 206+07.80 BREAK: 206+63.39
STA: 207+04.17, OFF: 16.50'L
TBC: 2668.68
STA: 207+52.26, OFF: 16.50'L
TBC: 2668.93
STA: 208+00.35, OFF: 16.50'L
TBC: 2669.18
STA: 208+48.39, OFF: 16.50'L
TBC: 2669.43
STA: 208+96.40, OFF: 16.50'L
TBC: 2669.67
TBC: 2669.92
STA: 206+91.64, OFF: 16.50'R
TBC: 2668.61
STA: 207+32.44, OFF: 16.50'R
TBC: 2668.82
STA: 207+72.26, OFF: 16.50'R
TBC: 2669.03
STA: 208+13.31, OFF: 16.50'R
TBC: 2669.24
STA: 208+53.15, OFF: 16.50'R
TBC: 2669.45
STA: 208+92.99, OFF: 16.50'R
TBC: 2669.66
STA: 206+63.39, OFF: 16.50'R
TBC: 2668.47
STA: 206+58.57, OFF: 16.50'R
TBC: 2669.02
STA: 206+65.58, OFF: 15.98'L
TBC: 2668.46
STA: 206+60.65, OFF: 16.00'L
TBC: 2668.52
STA: 206+52.34, OFF: 13.52'L
TBC: 2668.72
5'
9.5'
33' BC-BC
9.5'
5'
50' R/W
R1514.5'
R1485.5'
R1474.5'
R1499.99'
R1445.5'
R1460'
CB 08
INLET PER ISPWC SD-601
STA: 206+65.59, 15.62'L
RIM: 2668.49±
SUMP: 2664.97
IE IN: 2665.97, 12-IN PVC (SE)
IE OUT: 2665.97, 12-IN PVC (NW)
Q100=1.25 CFS, Q25=0.89 CFS
SG 04
1000-GAL. S&G TRAP
STA: 206+68.76, 20.83'L
RIM: 2668.57±
SUMP: 2664.34
IE IN: 2665.95, 12-IN PVC (SE)
IE OUT: 2665.10, 18-IN PVC (NE)
CB 07
INLET PER ISPWC SD-601
STA: 206+63.39, 15.83'R
RIM: 2668.62±
SUMP: 2665.10
IE OUT: 2666.10, 12-IN PVC (NW)
Q100=1.08 CFS, Q25=0.78 CFS
R25'
R25'
R25'
R15'
R15'
R15'
R25'
CB 05
INLET PER ISPWC SD-601
STA: 205+57.74, 15.85'R
RIM: 2668.86±
SUMP: 2665.34
IE OUT: 2666.34, 12-IN PVC (NW)
Q100=1.45 CFS, Q25=1.04 CFS
CB 06
INLET PER ISPWC SD-601
STA: 205+55.66, 15.89'L
RIM: 2669.01±
SUMP: 2665.21
IE IN: 2666.21, 12-IN PVC (SE)
IE OUT: 2666.21, 12-IN PVC (W)
Q100=1.69 CFS, Q25=1.21 CFS
SG 03
1000-GAL. S&G TRAP
STA: 205+53.26, 20.31'L
RIM: 2669.38±
SUMP: 2664.34
IE IN: 2666.19, 12-IN PVC (E)
IE OUT: 2665.34, 18-IN PVC (SW)
STA: 205+62.20, OFF: 15.07'L
TBC: 2669.48
STA: 205+64.02, OFF: 15.16'R
TBC: 2669.08
STA: 205+57.74, OFF: 16.50'R
TBC: 2668.99
STA: 205+51.80, OFF: 16.50'R
TBC: 2669.08
STA: 205+55.66, OFF: 16.50'L
TBC: 2669.45
STA: 205+49.60, OFF: 16.49'L
TBC: 2669.11
R1460'
50' R/W
1
2
2
2
2
2
2
3
3
4
4
5
5
5
5
5
5
6
7
6
32-LF OF 12-IN PVC AT 0.39%
32-LF OF 12-IN PVC AT 0.40%
8
9
1
1
1
2665
2670
2661
2662
2663
2664
2666
2667
2668
2669
2671
2672
2673
2670
2669
2671
2672
2666
2667
2668
2669
2670
2671
2669
2669
120-LF OF 18-IN PVC AT 0.00%
R15'
SEE SHEET C2.12
FOR INTERSECTION
DETAILS
10
10'
10
10'
S Summerson Ave: Sta. 204+20 - 209+00
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
2662
2664
2666
2668
2670
2672
2674
2676
2678
2680
2662
2664
2666
2668
2670
2672
2674
2676
2678
2680
204+20
2661.7
2670.22
204+40
2661.2
2670.06
204+60
2661.0
2669.90
204+80
2661.0
2669.74
205+00
2661.0
2669.58
205+20
2661.0
2669.42
205+40
2661.7
2669.26
205+60
2662.5
2669.18
205+80
2663.1
2669.38
206+00
2663.5
2669.58
206+20
2663.5
2669.41
206+40
2664.1
2669.01
206+60
2664.2
2668.61
206+80
2664.2
2668.63
207+00
2664.1
2668.74
207+20
2664.1
2668.84
207+40
2664.4
2668.94
207+60
2665.4
2669.05
207+80
2667.2
2669.15
208+00
2668.3
2669.25
208+20
2669.1
2669.36
208+40
2669.7
2669.46
208+60
2669.8
2669.57
208+80
2669.6
2669.67
209+00
2669.3
2669.77
EXISTING GROUND ELEVATION
AT CENTERLINE
PROPOSED GRADE ELEVATION
AT CENTERLINE
EXISTING GROUND AT CENTERLINE
PROPOSED GRADE AT CENTERLINE
-0.80%
1.00%
-2.00%
0.52%
GB STA: 205+55.66
EL: 2669.14
GB STA: 206+07.80
EL: 2669.66
GB STA: 206+63.39
EL: 2668.55
STORM DRAIN
12-IN PVC CROSSING STORM DRAIN
12-IN PVC CROSSING
SG 03
SG 04
120-LF OF 18-IN PVC AT 0.00%
89-LF OF 18-IN PVC AT 0.00%
8
9
STANDARD 6" VERTICAL CURB AND
GUTTER PER ACHD SUPP SD-701
STANDARD 3" ROLL CURB AND
GUTTER PER ACHD SUPP SD-702
Curb Legend:
See Sheet
C3.06
Horizontal Scale:
0 20' 40'
1" = 20'
S Summerson Ave
File Location: g:\2021\121027\cad\121027 cd c307 rdwy pp.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:29 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Roadway Plan & Profile
C3.07
S Summerson Ave
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
2. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH
TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED
INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE.
ADHESIVE MATS ARE NOT ALLOWED.
3. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB.
4. INSTALL TYPE I CATCH BASIN PER ACHD SUP SD-601.
5. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB & GUTTER TO 6-IN
VERTICAL CURB AND GUTTER
6. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC
SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH
6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
7. 7.INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL
HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE
RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES,
"THIS ROADWAY TO BE EXTENDED IN THE FUTURE".
8. CONSTRUCT SEEPAGE BED NO. 3 10'Wx115'Lx11.5' D SEE SHEET C2.50 FOR
DETAILS
9. CONSTRUCT SEEPAGE BED NO. 4 10'Wx80'Lx12.5' D SEE SHEET C2.50 FOR
DETAILS
10. SEEPAGE BED EASEMENT
Roadway & Drainage Notes:
Sheet Notes:
#
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF
MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS.
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO
CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES
DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE
CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
PRIOR TO DIGGING.
3. COMPLY WITH ALL NOTES ON SHEET C1.00.
4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
SLOPES.
See Sheet
C3.08
See Sheet
C3.06
Signage Keynotes: #
1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1.
Signage Installation Notes:
1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD
STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL
ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND
APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE
MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED.
CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY
ACHD IS PROHIBITED.
2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE
BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
W Rio De
Plata Dr
10/26/2021
12/06/21
FP-2021-0059
SD
SD
SD
SD
MTR
MTR
MTR
MTR
MTR
MTR
MTR
PI
PI
PI
PI
PI
PI PI
PI
PI
PI
8''SS 8''SS 8''SS 8''SS
4''PIRR 4''PIRR
4''PIRR 4''PIRR
PIRR
PIRR
PIRR PIRR PIRR
CO
44+00
46+00 45+00
48+00 47+00
76+00
77+00
206+00
207+00
PVI: 205+55.66
PVI: 206+07.80
PVI: 206+63.39
BREAK: 205+55.66
BREAK: 206+07.80
BREAK: 206+63.39
STA: 43+86.48, OFF: 16.57'L
TBC: 2668.85
STA: 44+63.86, OFF: 16.57'L
TBC: 2669.37
STA: 44+69.86, OFF: 16.57'L
TBC: 2669.49
STA: 44+78.43, OFF: 13.99'L
TBC: 2669.46
STA: 45+07.55, OFF: 42.33'L
TBC: 2669.11
STA: 45+35.43, OFF: 43.56'L
TBC: 2669.48
STA: 45+57.81, OFF: 12.08'L
TBC: 2670.56
STA: 45+64.17, OFF: 14.00'L
TBC: 2670.75
STA: 45+72.74, OFF: 16.58'L
TBC: 2670.95
STA: 45+78.74, OFF: 16.58'L
TBC: 2670.80
STA: 46+54.35, OFF: 16.59'L
TBC: 2672.47
STA: 47+29.97, OFF: 16.60'L
TBC: 2674.14
STA: 47+35.97, OFF: 16.60'L
TBC: 2674.49
STA: 47+42.88, OFF: 14.91'L
TBC: 2674.62
STA: 47+77.01, OFF: 47.78'L
TBC: 2676.02
STA: 47+42.89, OFF: 14.71'R
TBC: 2674.58
STA: 47+35.97, OFF: 16.40'R
TBC: 2674.49
STA: 47+29.97, OFF: 16.40'R
TBC: 2674.14
STA: 46+54.36, OFF: 16.41'R
TBC: 2672.47
STA: 45+78.74, OFF: 16.42'R
TBC: 2670.80
STA: 45+72.74, OFF: 16.42'R
TBC: 2670.95
STA: 45+64.17, OFF: 13.83'R
TBC: 2670.67
STA: 45+35.44, OFF: 43.40'R
TBC: 2669.08
STA: 45+07.56, OFF: 42.18'R
TBC: 2669.11
STA: 44+73.08, OFF: 14.91'R
TBC: 2669.48
STA: 44+67.11, OFF: 16.43'R
TBC: 2669.50
STA: 44+61.11, OFF: 16.43'R
TBC: 2669.26
STA: 43+86.48, OFF: 16.43'R
TBC: 2668.85
R25'
R25'
R15'
R15'
R15'
R12'
R25'
R15'
R12'
R25'
R15'
R15'
R12'
R12'
R25'
R12'
R15'
R12'
R25'
1
2
2
3 3
3
3
3
3
3
4
5
6
6 6
6
6
6
7
1
1
1
2665
2670
2675
2661
2662
2663
2664
2666
2667
2668
2669
2671
2672
2673
2674
2676
2677
2677
2670
2675
2669
2671
2672
2673
2674
2669
SEE SHEET C2.11
FOR INTERSECTION
DETAILS
SEE SHEET C2.12
FOR INTERSECTION
DETAILS
W Rio De Plata Dr: Sta. 43+80 - 48+40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
2664
2666
2668
2670
2672
2674
2676
2678
2680
2682
2664
2666
2668
2670
2672
2674
2676
2678
2680
2682
43+80
2661.7
2668.89
44+00
2661.4
2669.00
44+20
2661.0
2669.11
44+40
2661.0
2669.22
44+60
2661.6
2669.33
44+80
2662.0
2669.44
45+00
2663.0
2669.55
45+20
2663.3
2669.67
45+40
2664.0
2670.07
45+60
2664.9
2670.47
45+80
2666.0
2670.91
46+00
2666.2
2671.35
46+20
2666.5
2671.79
46+40
2666.8
2672.23
46+60
2667.0
2672.67
46+80
2667.7
2673.12
47+00
2670.7
2673.56
47+20
2673.5
2674.00
47+40
2676.1
2674.44
47+60
2677.2
2674.86
47+80
2677.3
2675.26
48+00
2677.0
48+20
2683.8
48+40
2.00%
2.00%
2.21%
GB STA: 45+19.47
EL: 2669.66
GB STA: 45+62.87
EL: 2670.53
GB STA: 47+50.08
EL: 2674.66
GB STA: 47+90.85
EL: 2675.48
EXISTING GROUND ELEVATION
AT CENTERLINE
PROPOSED GRADE ELEVATION
AT CENTERLINE
PROPOSED GRADE AT CENTERLINE
EXISTING GROUND AT CENTERLINE
-0.55%
STANDARD 6" VERTICAL CURB AND
GUTTER PER ACHD SUPP SD-701
STANDARD 3" ROLL CURB AND
GUTTER PER ACHD SUPP SD-702
Curb Legend:
Horizontal Scale:
0 20' 40'
1" = 20'
W Rio De Plata Dr
File Location: g:\2021\121027\cad\121027 cd c306 rdwy pp.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:29 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Roadway Plan & Profile
C3.06
W Rio De Plata Dr
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC
SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH
6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
3. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH
TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED
INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE.
ADHESIVE MATS ARE NOT ALLOWED.
4. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL
HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE
RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES,
"THIS ROADWAY TO BE EXTENDED IN THE FUTURE"..
5. INSTALL TYPE I CATCH BASIN PER ACHD SUP SD-601.
6. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB & GUTTER TO 6-IN
VERTICAL CURB AND GUTTER
7. CONSTRUCT TEMPORARY DRAINAGE SWALE WITH 4:1 SIDE SLOPES.
33'W x 20'L x 1.0'D. BOTTOM ELEV: 2667.35, TOP ELEV 2668.35
Roadway & Drainage Notes:
Sheet Notes:
#
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF
MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS.
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO
CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES
DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE
CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
PRIOR TO DIGGING.
3. COMPLY WITH ALL NOTES ON SHEET C1.00.
4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
SLOPES.
See Sheet
C3.03
See Sheet
C3.03
See Sheet
C3.07
See Sheet
C3.07
Signage Keynotes: #
1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1.
Signage Installation Notes:
1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD
STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL
ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND
APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE
MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED.
CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY
ACHD IS PROHIBITED.
2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE
BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
S Border Way
S Summerson Ave
s
10/26/2021
12/06/21
FP-2021-0059
MTR
MTR
MTR
MTR
PI
PI
PI
PI
CO
83+00
84+00
85+00
86+00
87+00
213+00
213+90
PI STA: 86+79.59
PC STA: 82+82.26
PT STA: 83+85.06
SG 02
1000-GAL. S&G TRAP
STA: 85+54.44, 20.55'R
RIM: 2667.61±
SUMP: 2663.11
IE IN: 2664.96, 12-IN PVC (NE)
IE OUT: 2664.11, 18-IN PVC (NW)
CB 04
INLET PER ISPWC SD-601
STA: 85+57.23, 15.67'R
RIM: 2667.51±
SUMP: 2663.98
IE IN: 2664.98, 12-IN PVC (NE)
IE OUT: 2664.98, 12-IN PVC (SW)
Q100=1.72 CFS, Q25=1.23 CFS
CB 03
INLET PER ISPWC SD-601
STA: 85+57.23, 15.67'L
RIM: 2667.63±
SUMP: 2664.11
IE OUT: 2665.11, 12-IN PVC (SW)
Q100=2.28 CFS, Q25=1.63 CFS
31-LF OF 12-IN PVC AT 0.40%
6-LF OF 12-IN PVC AT 0.40%
156-LF OF 18-IN PVC AT 0.00%
74-LF OF 18-IN PVC AT 0.00%
STA: 82+82.26, OFF: 16.50'R
TBC: 2669.26
STA: 82+60.49, OFF: 16.50'L
TBC: 2669.40
: 82+82.26, OFF: 16.50'L
TBC: 2669.26
R55'
R71.5'
R38.5'
STA: 83+39.81, OFF: 16.50'L
TBC: 2668.90
STA: 83+75.72, OFF: 16.50'L
TBC: 2668.67
STA: 83+85.06, OFF: 16.50'L
TBC: 2668.61
STA: 84+39.81, OFF: 16.50'L
TBC: 2668.26
STA: 85+13.98, OFF: 16.50'L
TBC: 2667.80
STA: 85+88.48, OFF: 16.50'L
TBC: 2667.33
STA: 86+62.63, OFF: 16.50'L
TBC: 2666.86
STA: 87+40.38, OFF: 16.50'L
TBC: 2666.37
STA: 83+04.85, OFF: 16.50'L
TBC: 2669.12
STA: 87+40.38, OFF: 16.50'R
TBC: 2666.37
STA: 86+79.63, OFF: 16.50'R
TBC: 2666.75
STA: 86+45.42, OFF: 16.50'R
TBC: 2666.97
STA: 85+57.23, OFF: 16.50'R
TBC: 2667.52
STA: 85+00, OFF: 16.50'R
TBC: 2667.88
STA: 84+50, OFF: 16.50'R
TBC: 2668.20
STA: 84+00, OFF: 16.50'R
TBC: 2668.52
STA: 83+85.06, OFF: 16.50'R
TBC: 2668.61
5'
9.5'
33' BC-BC
9.5'
5'
50' R/W
R25'
R25'
R71.5'
R55'
R38.5'
1
2
2
3
3
6
5
4
4 7
8 1
2669
2678
2671
2670
2669
2669
2671
2672
2673
2673
2673
2674
2674
2674
2670
2670
2670
2675
2667
2667
2668
2668
2669
2669
2669
2671
2672
2673
2674
2676
2677
2667
2668
2669
SEE SHEET C2.13 FOR
INTERSECTION DETAILS
9
10'
W Evening Sun St: Sta. 83+00 - 87+60
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
2662
2664
2666
2668
2670
2672
2674
2676
2678
2680
2662
2664
2666
2668
2670
2672
2674
2676
2678
2680
83+00
2677.0
2669.23
83+20
2676.0
2669.10
83+40
2675.8
2668.97
83+60
2675.1
2668.85
83+80
2675.2
2668.72
84+00
2669.9
2668.60
84+20
2669.0
2668.47
84+40
2669.0
2668.34
84+60
2669.0
2668.22
84+80
2668.9
2668.09
85+00
2668.7
2667.96
85+20
2668.5
2667.84
85+40
2668.3
2667.71
85+60
2668.1
2667.59
85+80
2668.0
2667.46
86+00
2668.0
2667.33
86+20
2667.8
2667.21
86+40
2667.6
2667.08
86+60
2667.4
2666.96
86+80
2667.1
2666.83
87+00
2666.8
2666.70
87+20
2666.6
2666.58
87+40
2666.3
2666.45
87+60
2666.3
2666.32
EXISTING GROUND AT CENTERLINE
PROPOSED GRADE AT CENTERLINE
EXISTING GROUND ELEVATION
AT CENTERLINE
PROPOSED GRADE ELEVATION
AT CENTERLINE
SG 02
156-LF OF 18-IN PVC AT 0.00%
8
STANDARD 6" VERTICAL CURB AND
GUTTER PER ACHD SUPP SD-701
STANDARD 3" ROLL CURB AND
GUTTER PER ACHD SUPP SD-702
Curb Legend:
Horizontal Scale:
0 20' 40'
1" = 20'
W Evening Sun St
File Location: g:\2021\121027\cad\121027 cd c302 rdwy pp.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:28 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Roadway Plan & Profile
C3.05
W Evening Sun St
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC
SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH
6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
3. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH
TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED
INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE.
ADHESIVE MATS ARE NOT ALLOWED.
4. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB.
5. CONSTRUCT 4-FT WIDE ASPHALT PATH TO ROADWAY.
6. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL
HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE
RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES,
"THIS ROADWAY TO BE EXTENDED IN THE FUTURE"..
7. CONSTRUCT TEMPORARY DRAINAGE SWALE 33'W x 40'L x 1.0' D.4:1 SIDE
SLOPES. BOTTOM ELEV; 2664.87, TOP ELEV: 2665.87.
8. CONSTRUCT SEEPAGE BED NO 2 10'Wx153'Lx11' D SEE SHEET C2.50 FOR
DETAILS
9. SEEPAGE BED EASEMENT
Roadway & Drainage Notes:
Sheet Notes:
#
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF
MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS.
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO
CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES
DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE
CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
PRIOR TO DIGGING.
3. COMPLY WITH ALL NOTES ON SHEET C1.00.
4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
SLOPES.
See Sheet
C3.04
See Sheet
C3.08
Signage Keynotes: #
1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1.
Signage Installation Notes:
1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD
STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL
ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND
APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE
MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED.
CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY
ACHD IS PROHIBITED.
2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE
BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
S Summerson Ave
10/26/2021
12/06/21
FP-2021-0059
MTR
MTR
79+00
80+00
81+00
82+00
83+00
PC STA: 82+82.26
PT STA: 81+03.82
PT STA: 83+85.06
OFF: 16.50'R
STA: 79+01.40, OFF: 16.50'R
TBC: 2671.66
STA: 79+44.07, OFF: 16.50'R
TBC: 2671.39
STA: 79+86.75, OFF: 16.50'R
TBC: 2671.12
STA: 80+37.97, OFF: 16.50'R
TBC: 2670.80
STA: 80+89.18, OFF: 16.50'R
TBC: 2670.48
STA: 81+42.77, OFF: 16.50'R
TBC: 2670.14
STA: 81+97.32, OFF: 16.50'R
TBC: 2669.79
STA: 82+82.26, OFF: 16.50'R
TBC: 2669.26
STA: 78+95.76, OFF: 16.50'L
TBC: 2671.70
STA: 79+63.22, OFF: 16.50'L
TBC: 2671.27
STA: 80+30.68, OFF: 16.50'L
TBC: 2670.85
STA: 80+98.14, OFF: 16.50'L
TBC: 2670.42
STA: 81+64.34, OFF: 16.50'L
TBC: 2670.00
STA: 82+30.43, OFF: 16.50'L
TBC: 2669.59
STA: 82+60.49, OFF: 16.50'L
TBC: 2669.40
STA: 82+82.26, OFF: 16.50'L
TBC: 2669.26
R1230'
R1213.5'
R1246.5'
R55'
R71.5'
R38.5'
5'
9.5'
33' BC-BC
9.5'
5'
50' R/W
STA: 83+04.85, OFF: 16.50'L
TBC: 2669.12
STA: 84+00, OFF: 16.50'R
TBC: 2668.52
STA: 83+85.06, OFF: 16.50'R
TBC: 2668.61
R71.5'
R55'
R38.5'
1
1
2675
2680
2676
2677
2678
2679
2681
2682
2683
2670
2669
2671
2670
2675
2680
2671
2672
2673
2674
2676
2677
2678
2679
2681
2682
2683
2675
2680
2673
2673
2673
2673
2674
2676
2677
2678
2679
2671
2672
2673
2670
2675
2671
2672
2673
2674
2676
2677
2669
EMERGENCY ACCESS ROAD SEE
SHEET C3.10 FOR DETAILS
W. Evening Sun St.: Sta. 78+80 - 83+00
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
2666
2668
2670
2672
2674
2676
2678
2680
2682
2684
2666
2668
2670
2672
2674
2676
2678
2680
2682
2684
EXISTING GROUND ELEVATION
AT CENTERLINE
PROPOSED GRADE ELEVATION
AT CENTERLINE
78+80
2673.7
2671.88
79+00
2673.7
2671.75
79+20
2673.9
2671.62
79+40
2673.7
2671.50
79+60
2673.9
2671.37
79+80
2673.6
2671.25
80+00
2673.6
2671.12
80+20
2673.7
2670.99
80+40
2673.5
2670.87
80+60
2673.3
2670.74
80+80
2673.7
2670.62
81+00
2677.0
2670.49
81+20
2679.8
2670.36
81+40
2680.0
2670.24
81+60
2679.7
2670.11
81+80
2679.4
2669.98
82+00
2678.8
2669.86
82+20
2678.9
2669.73
82+40
2678.2
2669.61
82+60
2677.8
2669.48
82+80
2677.4
2669.35
83+00
2677.0
2669.23
PROPOSED GRADE AT CENTERLINE
EXISTING GROUND AT CENTERLINE
-0.63%
STANDARD 6" VERTICAL CURB AND
GUTTER PER ACHD SUPP SD-701
STANDARD 3" ROLL CURB AND
GUTTER PER ACHD SUPP SD-702
Curb Legend:
Horizontal Scale:
0 20' 40'
1" = 20'
S Border Way
File Location: g:\2021\121027\cad\121027 cd c302 rdwy pp.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:28 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Roadway Plan & Profile
C3.04
S Border Way
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC
SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH
6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
3. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH
TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED
INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE.
ADHESIVE MATS ARE NOT ALLOWED.
4. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB.
5. CONSTRUCT 4-FT WIDE ASPHALT PATH TO ROADWAY.
6. VALLEY GUTTER PER ACHD SUP SD-708.
7. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL
HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE
RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES,
"THIS ROADWAY TO BE EXTENDED IN THE FUTURE"..
8. INSTALL TYPE I CATCH BASIN PER ACHD SUP SD-601.
9. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER
TO ISPWC SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT
REPAIRS. ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE.
CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY
APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD
RIGHT-OF-WAY TO MATCH THE EXISTING PAVEMENT SECTION
10. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB & GUTTER TO 6-IN
VERTICAL CURB AND GUTTER
Roadway & Drainage Notes:
Sheet Notes:
#
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF
MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS.
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO
CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES
DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE
CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
PRIOR TO DIGGING.
3. COMPLY WITH ALL NOTES ON SHEET C1.00.
4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
SLOPES.
See Sheet
C3.05
See Sheet
C3.03
Signage Keynotes: #
1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1.
Signage Installation Notes:
1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD
STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL
ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND
APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE
MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED.
CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY
ACHD IS PROHIBITED.
2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE
BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
10/26/2021
12/06/21
FP-2021-0059
SD
SD
SD
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
4''PIRR
4''PIRR
4''PIRR 4''PIRR
48+00
75+00
76+00
77+00
78+00
79+00
STA: 74+31.29, OFF: 16.50'L
TBC: 2677.55
STA: 74+38.43, OFF: 16.50'R
TBC: 2677.48
PCC STA: 78+13.56
STA: 74+92.13, OFF: 16.50'L
TBC: 2676.94
STA: 75+52.65, OFF: 16.50'L
TBC: 2676.34
STA: 76+12.89, OFF: 16.50'L
TBC: 2675.73
STA: 76+53.22, OFF: 16.50'L
TBC: 2675.27
STA: 77+12.71, OFF: 16.50'L
TBC: 2674.14
STA: 77+60.49, OFF: 16.50'L
TBC: 2673.23
STA: 78+28.31, OFF: 16.50'L
TBC: 2672.12
STA: 78+13.56, OFF: 16.50'L
TBC: 2672.22
STA: 74+79.57, OFF: 16.50'R
TBC: 2677.07
STA: 75+20.70, OFF: 16.50'R
TBC: 2676.66
STA: 75+61.84, OFF: 16.50'R
TBC: 2676.25
STA: 75+86.41, OFF: 16.50'R
TBC: 2676.00
STA: 75+92.31, OFF: 16.50'
R
TBC: 2676.15
STA: 76+32.11, OFF: 48.05'R
TBC: 2674.62
STA: 76+60.58, OFF: 48.05'R
TBC: 2674.58
STA: 77+05.97, OFF: 16.50'R
TBC: 2674.58
STA: 77+11.90, OFF: 16.50'R
TBC: 2674.19
STA: 77+30.85, OFF: 16.50'R
TBC: 2673.79
STA: 77+73.44, OFF: 16.50'R
TBC: 2672.98
STA: 78+16.04, OFF: 16.50'R
TBC: 2672.20
STA: 78+58.72, OFF: 16.50'R
TBC: 2671.93
R15'
R12'
R12'
R15'
R15'
R12'
R25'
R15'
R15'
R25'
R15'
SDMH 01
48-IN DIA.
STA: 75+96.94, 11.48'L
RIM: 2675.74±
SUMP: 2669.64
IE IN: 2670.64, 12-IN PVC (SE)
IE OUT: 2670.64, 12-IN PVC (NE)
CB 01
INLET PER ISPWC SD-601
STA: 75+92.31, 15.70'R
RIM: 2675.68±
SUMP: 2670.19
IE OUT: 2671.19, 12-IN PVC (NW)
Q100=1.61 CFS, Q25=0.94 CFS
SG 01
1000-GAL. S&G TRAP
STA: 76+61.85, 20.50'L
RIM: 2675.39±
SUMP: 2663.56
IE IN: 2667.91, 12-IN PVC (SE)
IE IN: 2667.91, 12-IN PVC (SW)
IE OUT: 2667.06, 18-IN PVC (NE)
CB 02
INLET PER ISPWC SD-601
STA: 76+59.31, 15.91'L
RIM: 2675.11±
SUMP: 2667.01
IE OUT: 2668.01, 12-IN PVC (NW)
Q100=1.41 CFS, Q25=1.01 CFS
28-LF OF 12-IN PVC AT 2.00%
5-LF OF 12-IN PVC AT 2.00%
106-LF OF 18-I N PVC AT 0.00%
65-LF OF 12-IN PVC AT 4.22%
OFF: 16.50'R
2671.66
5'
9.5'
33' BC -BC
9.5'
5'
50' R/W
28.5' BC-BC
24' BC-BC
5'
9.5'
33' BC-BC
9.5'
5'
50' R/W
4
4
1
2
2
5
5
5
5
5
R1190'
R1173.5'
R1206.5'
R1190'
R1173.5'
R1206.5'
STA: 78+95.76, OFF: 16.50'L
TBC: 2671.70
6
1
1
2680
2691
2692
2693
2690
2688
2689
2689
2689
2691
2692
2693
2694
2675
2680
2685
2690
2676
2677
2678
2679
2681
2682
2683
2684
2686
2687
2688
2689
2691
2692
2693
2675
2672
2673
2674
2676
2677
2678
2679
2675
2673
2674
2675
2672
2673
2674
2676
2677
SEE SHEET C2.11 FOR
INTERSECTION DETAILS
7
10'
S. Border Way: Sta. 74+40 - 78+80
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
2668
2670
2672
2674
2676
2678
2680
2682
2684
2686
2668
2670
2672
2674
2676
2678
2680
2682
2684
2686
74+40
2680.1
2677.54
74+60
2679.8
2677.34
74+80
2679.7
2677.14
75+00
2679.1
2676.94
75+20
2678.7
2676.74
75+40
2678.7
2676.54
75+60
2678.5
2676.34
75+80
2678.0
2676.14
76+00
2677.7
2675.94
76+20
2677.8
2675.74
76+40
2677.5
2675.54
76+60
2677.0
2675.22
76+80
2676.6
2674.84
77+00
2676.6
2674.46
77+20
2676.1
2674.08
77+40
2675.6
2673.70
77+60
2675.5
2673.32
77+80
2675.0
2672.94
78+00
2674.5
2672.55
78+20
2674.1
2672.26
78+40
2673.6
2672.13
78+60
2673.6
2672.00
78+80
2673.7
2671.88
EXISTING GROUND AT CENTERLINE
PROPOSED GRADE AT CENTERLINE
-0.63%
-1.90%
-1.00%
GB STA: 76+46.34
EL: 2675.48
GB STA: 78+13.56
EL: 2672.30
EXISTING GROUND ELEVATION
AT CENTERLINE
PROPOSED GRADE ELEVATION
AT CENTERLINE
6
CB 01
SDMH 01
SG 01
CB 02
STANDARD 6" VERTICAL CURB AND
GUTTER PER ACHD SUPP SD-701
STANDARD 3" ROLL CURB AND
GUTTER PER ACHD SUPP SD-702
Curb Legend:
Horizontal Scale:
0 20' 40'
1" = 20'
S Border Way
File Location: g:\2021\121027\cad\121027 cd c302 rdwy pp.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:27 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Roadway Plan & Profile
C3.03
S Border Way
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
2. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH
TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED
INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE.
ADHESIVE MATS ARE NOT ALLOWED.
3. INSTALL TYPE IV CATCH BASIN PER ACHD SUP SD-604 FOR ROLL CURB.
4. INSTALL TYPE I CATCH BASIN PER ACHD SUP SD-601.
5. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB & GUTTER TO 6-IN
VERTICAL CURB AND GUTTER
6. CONSTRUCT SEEPAGE BED NO. 1 10'Wx100'Lx11.5' D SEE SHEET C2.50 FOR
DETAILS
7. SEEPAGE BED EASEMENT
Roadway & Drainage Notes:
Sheet Notes:
#
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF
MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS.
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO
CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES
DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE
CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
PRIOR TO DIGGING.
3. COMPLY WITH ALL NOTES ON SHEET C1.00.
4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
SLOPES.
See Sheet
C3.04
See Sheet
C3.02
Signage Keynotes: #
1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1.
Signage Installation Notes:
1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD
STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL
ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND
APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE
MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED.
CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY
ACHD IS PROHIBITED.
2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE
BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
W Rio De
Plata Dr
See Sheet
C3.06
10/26/2021
12/06/21
FP-2021-0059
4''PIRR
4''PIRR
2+00
3+00
70+00
71+00
72+00
73+00
74+00
PC STA: 1+27.95
PT STA: 2+05.29
EVC: 1+26.02
STA: 71+24.78, OFF: 16.50'L
TBC: 2685.98
STA: 71+86.05, OFF: 16.50'L
TBC: 2684.22
STA: 73+08.64, OFF: 16.50'L
TBC: 2680.54
STA: 73+70.09, OFF: 16.50'L
TBC: 2678.70
STA: 74+31.29, OFF: 16.50'L
TBC: 2677.55
STA: 72+47.30, OFF: 16.50'L
TBC: 2682.38
STA: 71+15.53, OFF: 16.50'L
TBC: 2686.17
STA: 71+31.57, OFF: 16.50'R
TBC: 2685.94
STA: 71+91.62, OFF: 16.50'R
TBC: 2684.05
STA: 72+32.75, OFF: 16.50'R
TBC: 2682.82
STA: 72+73.89, OFF: 16.50'R
TBC: 2681.59
STA: 73+15.02, OFF: 16.50'R
TBC: 2680.35
STA: 73+56.16, OFF: 16.50'R
TBC: 2679.12
STA: 73+97.30, OFF: 16.50'R
TBC: 2677.99
STA: 74+38.43, OFF: 16.50'R
TBC: 2677.48
5'
9.5'
33' BC-BC
9.5'
5'
50' R/W
1
2
2
3
3
3
3
3
3
2
4
5
5
R25'
R35'
R25'
R25'
R1190'
R1173.5'
R1206.5'
PC STA: 70+03.63
A: 74+92.13, OFF: 16.50'L
TBC: 2676.94
R1190'
1
1
1
2680
2685
2690
2690
2681
2682
2683
2684
2686
2687
2688
2688
2689
2689
2680
2685
2678
2679
2681
2682
2683
2684
2686
2687
2687
2685
2690
2686
2687
2688
2689
2691
2692
2693
2691
2692
2693
2693
2675
2680
2685
2673
2674
2676
2677
2678
2679
2681
2682
2683
2684
2686
2687
2678
2679
26
SEE SHEET C2.10 FOR
INTERSECTION DETAILS
S Border Way: Sta. 70+00 - 74+40
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
2674
2676
2678
2680
2682
2684
2686
2688
2690
2692
2674
2676
2678
2680
2682
2684
2686
2688
2690
2692
70+00
2687.4
2686.20
70+20
2688.0
2686.50
70+40
2689.8
2686.80
70+60
2687.3
2687.10
70+80
2686.4
2686.98
71+00
2686.5
2686.57
71+20
2686.5
2686.16
71+40
2686.2
2685.68
71+60
2685.6
2685.08
71+80
2685.5
2684.48
72+00
2685.0
2683.88
72+20
2685.0
2683.28
72+40
2684.7
2682.68
72+60
2684.3
2682.08
72+80
2684.0
2681.48
73+00
2683.6
2680.88
73+20
2683.0
2680.28
73+40
2682.3
2679.68
73+60
2681.7
2679.08
73+80
2681.0
2678.48
74+00
2680.7
2678.01
74+20
2680.4
2677.74
74+40
2680.1
2677.54
1.50%
-2.03%
-3.00%
-1.00%
GB STA: 70+67.99
EL: 2687.22
GB STA: 71+32.10
EL: 2685.92
EXISTING GROUND ELEVATION
AT CENTERLINE
PROPOSED GRADE ELEVATION
AT CENTERLINE
EXISTING GROUND AT CENTERLINE
PROPOSED GRADE AT CENTERLINE
PVI STA: 73+96.92
PVI ELEV: 2677.97
K: 20.00
LVC: 40.00
BVCS: 73+76.92
BVCE: 2678.57
EVCS: 74+16.92
EVCE: 2677.77
STA: 70+03.63
EL: 2686.25
END CONSTRUCTION
PHASE 1
GAS
STA 70+31.99
GAS LINE EASEMENT
STANDARD 6" VERTICAL CURB AND
GUTTER PER ACHD SUPP SD-701
STANDARD 3" ROLL CURB AND
GUTTER PER ACHD SUPP SD-702
Curb Legend:
Horizontal Scale:
0 20' 40'
1" = 20'
S Border Way
File Location: g:\2021\121027\cad\121027 cd c302 rdwy pp.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:27 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Roadway Plan & Profile
C3.02
S Border Way
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC
SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH
6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
3. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH
TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED
INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE.
ADHESIVE MATS ARE NOT ALLOWED.
4. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL
HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE
RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES,
"THIS ROADWAY TO BE EXTENDED IN THE FUTURE"..
5. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB & GUTTER TO 6-IN
VERTICAL CURB AND GUTTER
Roadway & Drainage Notes:
Sheet Notes:
#
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF
MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS.
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO
CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES
DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE
CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
PRIOR TO DIGGING.
3. COMPLY WITH ALL NOTES ON SHEET C1.00.
4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
SLOPES.
W Red Clay Way
See Sheet
C3.03
W Timberwood Dr
See Sheet
C3.01
See Sheet
C3.01
Signage Keynotes: #
1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1.
Signage Installation Notes:
1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD
STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL
ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND
APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE
MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED.
CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY
ACHD IS PROHIBITED.
2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE
BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
10/26/2021
12/06/21
FP-2021-0059
MTR
PI
PI
4''PIRR
4''PIRR
4''PIRR
4''PIRR 4''PIRR
-0+50
0+00 1+00
2+00
3+00
4+00
70+00
71+00
PC STA: 1+27.95
PT STA: 2+05.29
EVC: 1+26.02
BVC: 0+26.02
Overall HP: 4+31.39
BREAK: 4+31.39
STA: 0+59.53, OFF: 30.50'R
TBC: 2685.60
STA: 0+63.33, OFF: 30.50'R
TBC: 2685.71
STA: 1+65.31, OFF: 18.83'R
PC
STA: 1+64.19, OFF: 18.85'R
TBC: 2687.17
R200'
STA: 1+00, OFF: 26.44'R
TBC: 2686.55
STA: 1+27.95, OFF: 22.39'R
TBC: 2686.90
STA: 1+85.13, OFF: 50.37'R
TBC: 2686.45
STA: 1+84.14, OFF: 54.24'R
TBC: 2686.38
STA: 0+59.53, OFF: 30.50'L
TBC: 2685.60
STA: 0+86.39, OFF: 30.50'L
TBC: 2686.24
STA: 1+58.62, OFF: 21.58'L
TBC: 2687.09
STA: 2+16.47, OFF: 44.32'L
TBC: 2686.35
STA: 1+20.97, OFF: 28.79'L
TBC: 2686.73
R350'
R973.91'
R35'
R25'
R25'
R25'
STA: 2+52.90, OFF: 49.24'L
TBC: 2686.39
STA: 2+76.67, OFF: 16.50'L
TBC: 2687.84
STA: 3+00, OFF: 16.50'L
TBC: 2687.97
STA: 3+50, OFF: 16.50'L
TBC: 2688.24
STA: 3+75.80, OFF: 16.50'L
TBC: 2688.38
STA: 2+23.14, OFF: 32.07'R
PT
STA: 2+46.29, OFF: 16.50'R
PC
STA: 2+51.18, OFF: 16.50'R
TBC: 2687.37
STA: 3+00, OFF: 16.50'R
TBC: 2687.97
STA: 3+50, OFF: 16.50'R
TBC: 2688.24
STA: 3+75.80, OFF: 16.50'R
TBC: 2688.38
50' R/W
33' BC-BC
20.45'
BC-BC
23'
BC-BC
15'
1
2
2
4
3
3
3
3
5
6
6
END CONSTRUCTION
STA: 3+75.80, OFF: 0.00'
STA: 2+18.03
STA: 70+67.99
38.31' BC-BC
9.5'
5'
9.5'
10'
5'
8'
10'
10.94'
4
STA: 2+08.62, OFF: 66.20'R
7 TBC: 2686.38
1
1
1
2685
2685
2690
2690
2686
2687
2688
2688
2688
2688
2688
2689
2689
2686
2687
2688
2688
2688
2686
2686
2687
2687
2686
2' MIN
SAWCUT
LINE
STA: 1+06.24, OFF: 2.34'R
EOP: 2686.66
STA: 1+06.24, OFF: 2.34'L
EOP: 2686.66
STA: 0+95.48, OFF: 6.38'L
EOP: 2686.42
STA: 0+86.52, OFF: 8.00'L
EOP: 2686.23
STA: 0+67.55, OFF: 8.00'L
EOP: 2685.80
STA: 0+67.55, OFF: 8.00'R
EOP: 2685.80
STA: 0+86.52, OFF: 8.00'R
EOP: 2686.23
STA: 0+95.48, OFF: 6.38'R
EOP: 2686.42
R7.5'
R25'
R25'
R2'
8
W. Timberwood Drive: Sta. -0+40 - 4+00
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
2678
2680
2682
2684
2686
2688
2690
2692
2694
2678
2680
2682
2684
2686
2688
2690
2692
2694
-0+40
2682.3
-0+20
2682.8
2682.76
0+00
2683.4
2683.56
0+20
2684.2
2684.36
0+40
2685.0
2685.13
0+60
2685.5
2685.76
0+80
2685.1
2686.26
1+00
2685.0
2686.62
1+20
2685.3
2686.84
1+40
2685.6
2686.96
1+60
2685.7
2687.07
1+80
2685.9
2687.18
2+00
2686.2
2687.29
2+20
2686.8
2687.40
2+40
2687.3
2687.51
2+60
2688.0
2687.62
2+80
2688.0
2687.73
3+00
2688.0
2687.84
3+20
2687.9
2687.95
3+40
2688.0
2688.06
3+60
2688.0
2688.17
3+80
2688.0
2688.28
4+00
2688.0
2688.39
4.00%
0.55%
GB STA: -0+26.57
EL: 2682.50
PVI STA: 0+76.02
PVI ELEV: 2686.61
K: 28.97
LVC: 100.00
BVCS: 0+26.02
BVCE: 2684.60
EVCS: 1+26.02
EVCE: 2686.88
EXISTING GROUND AT CENTERLINE
PROPOSED GRADE AT CENTERLINE
EXISTING GROUND ELEVATION
AT CENTERLINE
PROPOSED GRADE ELEVATION
AT CENTERLINE
STA: 3+75.80
EL: 2688.25
END CONSTRUCTION
PHASE 1
STANDARD 6" VERTICAL CURB AND
GUTTER PER ACHD SUPP SD-701
STANDARD 3" ROLL CURB AND
GUTTER PER ACHD SUPP SD-702
Curb Legend:
Horizontal Scale:
0 20' 40'
1" = 20'
W Timberwood Drive
File Location: g:\2021\121027\cad\121027 cd c301 rdwy pp.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:26 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Roadway Plan & Profile
C3.01
W Timberwood Drive
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
----
1
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC
SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH
6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
3. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH
TRUNCATED DOMES PER ISPWC-SD-712. DOMES SHALL BE FABRICATED
INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE.
ADHESIVE MATS ARE NOT ALLOWED.
4. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL
HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE
RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES,
"THIS ROADWAY TO BE EXTENDED IN THE FUTURE"..
5. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER
TO ISPWC SD-301 AND ACHD SUP SD-303 AND SD-806 FOR ALL ASPHALT
REPAIRS. ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE.
CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY
APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD
RIGHT-OF-WAY TO MATCH THE EXISTING PAVEMENT SECTION
6. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB & GUTTER TO 6-IN
VERTICAL CURB AND GUTTER
7. CONSTRUCT TEMPORARY DRAINAGE SWALE 33'Wx40'Lx1.5'D. WITH 4:1
SIDE SLOPES. BOTTOM ELEV: 2684.88, TO ELEV: 2685.33
8. CONSTRUCT 6-IN VERTICAL CURB (NO GUTTER) PER ISPWC SD-710A
Roadway & Drainage Notes:
Sheet Notes:
#
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF
MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS.
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO
CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES
DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE
CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
PRIOR TO DIGGING.
3. COMPLY WITH ALL NOTES ON SHEET C1.00.
4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
SLOPES.
W Red Clay Way
S Border Way
See Sheet
C3.02
W. Overland Road
Signage Keynotes: #
1. INSTALL 30" X 30" STOP SIGN PER MUTCD R1-1.
Signage Installation Notes:
1. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD
STANDARDS. CUSTOM FINISHES (I.E. POWDER COATED SIGNPOSTS, VINYL
ON THE BACKS OF REGULATORY SIGNS, ETC.) MUST BE REVIEWED AND
APPROVED BY ACHD. COORDINATION WITH ACHD REGARDING THESE
MODIFICATIONS IS CRITICAL. ACHD APPROVAL IS NOT GUARANTEED.
CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY
ACHD IS PROHIBITED.
2. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE
BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
10/26/2021
12/06/21
FP-2021-0059
2. BOTTOM OF SAND LAYER ELEVATION IS THE MINIMUM EXCAVATION.
Groundwater Note:
SEEPAGE BED INFORMATION TABLE
BED NO.
DRAINAGE
AREA
SG
TRAP
TOP OF
ROCK
BOTTOM
OF ROCK
BOTTOM
OF SAND
LENGTH WIDTH DEPTH
1 2.11 AC SG 1 2669.56 2658.06 2656.56 100-FT 10-FT 11.5-FT
2 3.10 AC SG 2 2666.11 2655.11 2653.61 153-FT 10-FT 11-FT
3 2.43 AC SG 3 2667.34 2655.84 2654.34 115-FT 10-FT 11.5-FT
4 1.81 AC SG 4 2667.10 2654.60 2653.10 80-FT 10-FT 12.5-FT
5 0.93 AC SG 5 2664.77 2655.77 2654.27 68-FT 8-FT 9-FT
1
ACHD Seepage Bed Detail
Scale: NTS
ADA COUNTY HIGHWAY DISTRICT
Plans Are Accepted For Public Street
Construction
By stamping and signing the improvement plans, the Registered Engineer ensures the
District that the plans conform to all District policies and standards. Variances or
waivers must be specifically and previously approved by the District in writing.
Acceptance of the improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY: _____________________________ DATE: _____________________
1. GROUND WATER DATA FOR THIS SITE IS BASED UPON SITE CONSULTING,
LLC. GEOTECHNICAL REPORT FILE NO 21831-A, DATED SEPTEMBER 10,
2021. GROUND WATER IS ESTIMATED TO BE BELOW 50-FT FROM
EXISTING GROUND.
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
2 2664.96 2664.86 2664.36 2664.11 20" 4.00
3 2666.19 2666.09 2665.59 2665.34 18" 1.20
4 2665.95 2665.85 2665.35 2665.10 18" 1.25
514 2663.62 2663.52 2663.02 2662.77 20" 3.
NOTES:
1. INSTALL ELECTRONIC MARKERS ON EACH CORNER OF THE FACILITY. COORDINATE WITH ACHD INSPECTION FOR
PLACEMENT OF THE MARKERS DURING CONSTRUCTION PRIOR TO BACKFILLING. ACHD TO SUPPLY THE DEVICES.
2. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED DESIGN RATE 6"
PER HOUR.
10/26/2021
12/06/21
FP-2021-0059
MERIDIAN
IDAHO
121027
Details
C2.13
Intersection Details
1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00.
2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL
SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12
SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES.
3. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE
OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS:
FG-FINISHED GRADE ELEVATION
MX-MATCH EXISTING
TC-TOP OF CONCRETE
TBC-TOP BACK OF CURB
FL -FLOWLINE ELEVATION
FL GB-FLOWLINE GRADE BREAK
4. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS.
Sheet Notes:
1. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER
ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO
THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED.
2. CONTRACTOR SHALL CONFIRM AS-BUILT ELEVATIONS OF EXISTING SIDEWALK AND PEDESTRIAN
RAMPS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER AND ACHD INSPECTOR OF ANY DISCREPANCIES
Keynotes: #
1
W. Evening Sun Street & S. Summerson Way
Scale: 1" = 5'
S Summerson Ave
W Evening Sun St
10/26/2021
12/06/21
FP-2021-0059
STA: 205+71.20, OFF: 12.00'L
TBC: 2669.52
STA: 205+86.59, OFF: 17.59'L
TBC: 2669.86
STA: 205+90.34, OFF: 21.33'L
TBC: 2670.16
STA: 206+25.97, OFF: 21.33'L
TBC: 2669.95
STA: 206+29.73, OFF: 17.59'L
TBC: 2669.57
STA: 206+45.11, OFF: 12.00'L
TBC: 2669.16
STA: 206+52.06, OFF: 13.94'L
TBC: 2669.08
STA: 206+60.65, OFF: 16.50'L
TBC: 2668.52
STA: 206+58.57, OFF: 16.00'R
TBC: 2668.66
STA: 206+64.51, OFF: 16.50'R
TBC: 2668.47
STA: 206+50.02, OFF: 13.90'R
TBC: 2669.11
STA: 206+44.52, OFF: 12.03'R
TBC: 2669.19
STA: 206+29.22, OFF: 16.99'R
TBC: 2669.28
STA: 206+24.94, OFF: 21.29'R
TBC: 2669.31
STA: 45+78.74, OFF: 16.58'L
TBC: 2670.80
STA: 45+72.74, OFF: 16.58'L
TBC: 2670.95
STA: 45+64.17, OFF: 14.00'L
TBC: 2670.75
STA: 45+57.50, OFF: 12.08'L
TBC: 2670.55
STA: 45+78.74, OFF: 16.42'R
TBC: 2670.80
STA: 45+72.74, OFF: 16.42'R
TBC: 2670.95
STA: 45+64.17, OFF: 13.83'R
TBC: 2670.67
STA: 45+57.51, OFF: 11.92'R
TBC: 2670.39
STA: 44+84.24, OFF: 11.93'R
TBC: 2669.41
STA: 44+73.08, OFF: 14.91'R
TBC: 2669.48
STA: 44+67.11, OFF: 16.43'R
TBC: 2669.50
STA: 44+61.11, OFF: 16.43'R
TBC: 2669.26
STA: 44+63.86, OFF: 16.57'L
TBC: 2669.37
STA: 44+69.86, OFF: 16.57'L
TBC: 2669.49
STA: 44+78.43, OFF: 13.99'L
TBC: 2669.46
STA: 44+84.23, OFF: 12.09'L
TBC: 2669.43
STA: 205+87.88
OFF: 28.50'R
STA: 205+80.05
OFF: 20.64'R
STA: 205+79.24
OFF: 21.00'L
STA: 205+86.77
OFF: 28.50'L
STA: 206+29.54
OFF: 28.50'L
STA: 206+28.43
OFF: 28.50'R
R15'
R12'
R25'
R12'
R15'
R15'
R12'
R25'
R12'
R15'
R15'
R12'
R25'
R12'
R15'
R12'
R25'
R12'
R15'
STA: 206+36.26
OFF: 20.64'R
STA: 206+37.07
OFF: 21.00'L
STA: 206+66.72, OFF: 16.50'L
TBC: 2668.48
1.85%
8.33%
1.75%
6.86%
1.75%
0.40%
0.21%
1.85%
1.85%
0.86%
1.75%
1.20%
1.84%
8.30%
1.75%
6.83%
0.53%
7.35%
1.75%
5.27%
0.53%
6.65%
1.75%
6.07%
0.53%
6.40%
1.75%
7.06%
0.53%
5.40%
1.75%
7.50%
4.50%
4.48%
1.01%
1
1
1
1
1
1 1
1
1.54%
1.38%
1.21%
1.98%
1.03%
1.51%
2670
2670
2669
24' BC-BC
24' BC-BC
24' BC-BC
24' BC-BC
2669
2669
2671
2672
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
File Location: g:\2021\121027\cad\121027 cd c201 road typ sections.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:25 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Details
C2.12
Intersection Details
1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00.
2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL
SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12
SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES.
3. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE
OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS:
FG-FINISHED GRADE ELEVATION
MX-MATCH EXISTING
TC-TOP OF CONCRETE
TBC-TOP BACK OF CURB
FL -FLOWLINE ELEVATION
FL GB-FLOWLINE GRADE BREAK
4. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS.
Sheet Notes:
1. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER
ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO
THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED.
2. CONTRACTOR SHALL CONFIRM AS-BUILT ELEVATIONS OF EXISTING SIDEWALK AND PEDESTRIAN
RAMPS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER AND ACHD INSPECTOR OF ANY DISCREPANCIES
Keynotes: #
1
S. Summerson Way & W Rio De Plata Drive
Scale: 1" = 10'
S Summerson Ave
W Rio De Plata Dr
S Summerson Ave
W Rio De Plata Dr
10/26/2021
12/06/21
FP-2021-0059
FG: 2675.26
FG: 2675.18
R25'
R25'
R15.5'
R11.5'
R11.5'
R15.5'
R15'
R25'
R15'
R15'
STA: 76+29.46, OFF: 21.32'R
TBC: 2675.23
STA: 76+34.70, OFF: 36.65'R
TBC: 2674.94
STA: 76+32.11, OFF: 48.05'R
TBC: 2674.62
STA: 76+30.57, OFF: 54.98'R
TBC: 2674.49
STA: 75+99.24, OFF: 14.78'R
TBC: 2676.02
STA: 75+92.31, OFF: 16.50'R
TBC: 2676.15
STA: 76+62.12, OFF: 54.98'R
TBC: 2674.49
STA: 76+60.58, OFF: 48.05'R
TBC: 2674.58
STA: 76+91.20, OFF: 12.00'R
TBC: 2674.78
STA: 76+97.42, OFF: 13.89'R
TBC: 2674.68
STA: 77+05.97, OFF: 16.50'R
TBC: 2674.58
GB: 2674.07
GB: 2674.16
GB: 2674.69
GB: 2674.47
GB: 2674.84
GB: 2674.71
GB: 2674.52
GB: 2674.20
GB: 2674.07
STA: 76+57.99, OFF: 36.65'R
TBC: 2674.73
STA: 76+63.23, OFF: 21.32'R
TBC: 2674.97
STA: 76+74.87, OFF: 13.16'R
TBC: 2674.97
1
1
1
1
1.76%
2675
2674
2675
2674
24' BC-BC
24' BC-BC
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
File Location: g:\2021\121027\cad\121027 cd c201 road typ sections.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:25 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Details
C2.11
Intersection Details
1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00.
2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL
SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12
SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES.
3. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE
OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS:
FG-FINISHED GRADE ELEVATION
MX-MATCH EXISTING
TC-TOP OF CONCRETE
TBC-TOP BACK OF CURB
FL -FLOWLINE ELEVATION
GB- GRADE BREAK
4. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS.
Sheet Notes:
1. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER
ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO
THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED.
2. CONTRACTOR SHALL CONFIRM AS-BUILT ELEVATIONS OF EXISTING SIDEWALK AND PEDESTRIAN
RAMPS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER AND ACHD INSPECTOR OF ANY DISCREPANCIES
Keynotes: #
S Border Way
W Rio De Plata Dr
1
S. Border Way & W. Rio De Plata Drive
Scale: 1" = 10'
10/26/2021
12/06/21
FP-2021-0059
FL: 2686.81
FL: 2687.00
FL: 2686.92
FL: 2686.28
FL: 2686.21
FG: 2686.78
FG: 2686.85
FG: 2687.10
FG: 2687.17
FG: 2687.15
FG: 2687.08
FG: 2686.95
FG: 2686.88
FG: 2686.78
FG: 2686.85
FG: 2686.92
FG: 2686.99
FG: 2686.98
FG: 2686.91
FG: 2686.60
FG: 2686.53
GB: 2687.17
GB: 2686.87
GB: 2686.45
GB: 2686.16
GB: 2685.97
STA: 71+21.71, OFF: 16.83'R
TBC: 2686.58
STA: 71+08.96, OFF: 23.29'R
TBC: 2686.84
STA: 71+03.91, OFF: 30.37'R
TBC: 2687.27
STA: 71+01.70, OFF: 44.64'R
TBC: 2687.57
STA: 70+64.46, OFF: 36.85'R
TBC: 2687.37
STA: 70+57.23, OFF: 23.63'R
TBC: 2686.99
STA: 70+50.92, OFF: 19.04'R
TBC: 2686.82
STA: 70+35.95, OFF: 16.50'R
TBC: 2686.67
STA: 70+19.81, OFF: 19.43'L
TBC: 2686.65
STA: 70+30.81, OFF: 30.31'L
TBC: 2686.90
STA: 70+32.08, OFF: 33.14'L
TBC: 2686.95
STA: 70+32.85, OFF: 48.08'L
TBC: 2687.17
STA: 70+73.52, OFF: 45.37'L
TBC: 2687.04
STA: 70+80.02, OFF: 31.05'L
TBC: 2686.83
STA: 70+93.16, OFF: 20.26'L
TBC: 2686.58
STA: 71+08.94, OFF: 16.50'L
TBC: 2686.35
R35'
R25'
R25'
R25'
STA: 71+17.06
OFF: 25.12'R
STA: 71+07.78
OFF: 38.54'R
STA: 70+54.15
OFF: 28.91'R
STA: 70+46.06
OFF: 24.17'R
STA: 70+23.25
OFF: 30.86'L
STA: 70+26.83
OFF: 40.86'L
STA: 70+83.79
OFF: 37.13'L
STA: 70+97.81
OFF: 24.86'L
1
1
1
1
1 1
1
1
1.56%
1.21%
2.00%
1.45%
2686
2687
2687
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
File Location: g:\2021\121027\cad\121027 cd c201 road typ sections.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:25 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Details
C2.10
Intersection Details
1. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00.
2. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL
SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12
SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES.
3. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE
OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS:
FG-FINISHED GRADE ELEVATION
MX-MATCH EXISTING
TC-TOP OF CONCRETE
TBC-TOP BACK OF CURB
FL -FLOWLINE ELEVATION
FL GB-FLOWLINE GRADE BREAK
4. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS.
Sheet Notes:
1. CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER
ISPWC-SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO
THE CONCRETE. ADHESIVE MATS ARE NOT ALLOWED.
2. CONTRACTOR SHALL CONFIRM AS-BUILT ELEVATIONS OF EXISTING SIDEWALK AND PEDESTRIAN
RAMPS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER AND ACHD INSPECTOR OF ANY DISCREPANCIES
Keynotes: #
S Border Way
W Timberwood Dr
W Red Clay Way
1
W. Red Clay Way/S. Border Way & W. Timberwood Drive
Scale: 1" = 5'
10/26/2021
12/06/21
FP-2021-0059
10-IN OF 6" MINUS UNCRUSHED
AGGREGATE BASE
COMPACTED SUBGRADE
4-IN OF 3/4" MINUS CRUSHED
AGGREGATE BASE, TYPE 1
5" THICK CONCRETE SIDEWALK
PER ACHD SUPP SD-709
5" THICK CONCRETE SIDEWALK
PER ACHD SUPP SD-709
2.5-IN ASPHALT CONCRETE
4-IN OF 3/4" MINUS CRUSHED
AGGREGATE BASE, TYPE 1
12-IN OF 6" MINUS UNCRUSHED
AGGREGATE BASE
COMPACTED SUBGRADE
1'
C/L
5' 5'
10'
1.75% 1.75%
5' 5'
3
Pathway Typical Section
Scale: NTS
2-IN ASPHALT CONCRETE
4-IN OF 3/4" MINUS CRUSHED
AGGREGATE BASE, TYPE 1
6-FT CHAIN LINK FENCE
6-FT VINYL FENCE RIDENBAUGH CANAL SIDE
ADJACENT TO LOTS
VARIES
VARIES
VARIES
VARIES
*
*NOTE:
WHERE CLAY SUBGRADE IS ENCOUNTERED THE PIT
RUN SECTION MUST BE INCREASED TO 14-IN
4-IN OF 3/4" MINUS CRUSHED
AGGREGATE BASE, TYPE 1
CONSTRUCT FULL DEPTH ROADWAY BASE SECTION
EXTEND 6" MIN. BEYOND TOP BACK OF CURB
CONSTRUCT FULL DEPTH ROADWAY BASE SECTION
EXTEND 6" MIN. BEYOND TOP BACK OF CURB
NOTE:
SEE SHEET C1.03 FOR OTHER DETAILS.
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
File Location: g:\2021\121027\cad\121027 cd c201 road typ sections.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:25 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
Details
C2.01
Roadway Typical
Sections
NOTE:
PROVIDE SCORE JOINTS AT 10'-0" O.C.
AGGREGATE BASE AS
SPECIFIED
COMPACTED SUBGRADE
ASPHALT PAVING PER PLANS
1
2" RADIUS
6"x12" CONCRETE BAND
FINISH GRADE PER PLANS
12"
6"
4
Concrete Ribbon Curb
Scale: NTS
10/26/2021
12/06/21
FP-2021-0059
50' MINIMUM
1
Stabilized Construction Entrance (BMP 5A)
Scale: NTS
NOTES
1. DIMENSIONS VARY. RESPONSIBLE PERSON SHALL SIZE BASIN APPROPRIATELY.
CONCRETE
WASHOUT
VARIES 5' (TYP.)
10 MIL (MIN.)
PLASTIC LINER
VARIES 3' (TYP.)
VARIES 5' (TYP.)
VARIES 1' (TYP.)
POST SIGN NEAR BASIN
7
Concrete Washout (BMP 13)
Scale: NTS
DANDY SACKTM
NOTE: THE DANDY SACKÔ WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN
MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS:
REGULAR FLOW DANDY SACKÔ (BLACK)
MECHANICAL PROPERTIES TEST METHOD UNITS MARV
GRAB TENSILE STRENGTH ASTM D 4632 KN (LBS) 1.78 (400) X 1.40 (315)
GRAB TENSILE ELONGATION ASTM D 4632 % 15 X 15
PUNCTURE STRENGTH ASTM D 4833 KN (LBS) 0.67 (150)
MULLEN BURST STRENGTH ASTM D 3786 KPA (PSI) 5506 (800)
TRAPEZOID TEAR STRENGTH ASTM D 4533 KN (LBS) 0.67 (150) X 0.73 (165)
UV RESISTANCE ASTM D 4355 % 90
APPARENT OPENING SIZE ASTM D 4751 MM (US STD SIEVE) 0.425 (40)
FLOW RATE ASTM D 4491 1/MIN/M (GAL/MIN/FT ) 2852 (70)
PERMITTIVITY ASTM D 4491 SEC -1 0.90
2 2
HI-FLOW DANDY SACKÔ (SAFETY ORANGE)
MECHANICAL PROPERTIES TEST METHOD UNITS MARV
GRAB TENSILE STRENGTH ASTM D 4632 KN (LBS) 1.62 (365) X 0.89 (200)
GRAB TENSILE ELONGATION ASTM D 4632 % 24 X 10
PUNCTURE STRENGTH ASTM D 4833 KN (LBS) 0.40 (90)
MULLEN BURST STRENGTH ASTM D 3786 KPA (PSI) 3097 (450)
TRAPEZOID TEAR STRENGTH ASTM D 4533 KN (LBS) 0.51 (115) X 0.33 (75)
UV RESISTANCE ASTM D 4355 % 90
APPARENT OPENING SIZE ASTM D 4751 MM (US STD SIEVE) 0.425 (40)
FLOW RATE ASTM D 4491 1/MIN/M (GAL/MIN/FT ) 5907 (145)
PERMITTIVITY ASTM D 4491 SEC -1 2.1
2 2
*Note: All Dandy SacksÔ can be ordered with our optional oil absorbent pillows
DANDY SACKÔ
SPECIFICATIONS
LIFT STRAPS
REQUIRED
OVERFLOW PORTS
DUMPING STRAPS
STORM INLET
STORM SEWER GRATE
REINFORCED CORNERS
MANAGEABLE 2-FT
CONTAINMENT AREA
NOTES:
1. INSPECT AT FREQUENCY DESCRIBED IN SWPPP
DOCUMENTS. REPAIR OR REPLACE AS NEEDED.
2. REMOVE SEDIMENT ACCUMULATIONS WHEN
FILTER CAPACITY IS REDUCES BY 50%.
2
Drop Inlet Protection Type I (BMP 31)
Scale: NTS
WOOD STAKE
SEE WOOD STAKE
DETAIL THIS SHEET
SEE WOOD STAKE
DETAIL THIS SHEET
FIBER WATTLES
4
Fiber Roll (BMP 35)
Scale: NTS
TOP OF BANK
BOTTOM OF
CHANNEL
TOP OF BANK
BOTTOM OF
CHANNEL
FLOW
FLOW
CONTINUE ON OPPOSITE
SIDE OF CHANNEL
3
Fiber Roll Install (BMP 35)
Scale: NTS
24" MINIMUM
FIBER WATTLE
WOOD STAKE
SLOPE SURFACE
TRENCH
DOWN SLOPE
5
Fiber Roll Stake Section (BMP 35)
Scale: NTS
FABRIC ANCHOR DETAIL
ELEVATION
NOTES:
1. TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED.
THEY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION WITH THE
FINAL GRADING AND SITE STABILIZATION.
2. FILTER FABRIC SHALL BE CLASS 1 WITH EQUIVALENT OPENING SIZE OF AT LEAST 30 FOR NONWOVEN AND 50 FOR
WOVEN.
3. FENCE POSTS SHALL BE EITHER STANDARD STEEL POST OR WOOD POST WITH A MINIMUM CROSS-SECTIONAL AREA OF
3.0 SQ. IN.
6" MIN.
6" MIN.
FASTNER - MINIMUM NO. 10 GAGE WIRE
(4 PER POST REQ'D)
FILTER FABRIC
EXISTING GROUND
COMPACTED NATIVE MATERIAL
FILTER FABRIC
6
Silt Fence Install 1 (BMP 36)
Scale: NTS
1
4
SEASONAL HIGH
WATER EL.
1
2
NOTES:
1. THE SWPPP COORDINATOR IS RESPONSIBLE FOR PROPER BASIN SIZING.
2. IN NO INSTANCE SHALL WATER BE ALLOWED TO DISCHARGE OFFSITE WITHOUT APPROVAL FROM THE
RECEIVING AGENCY AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY.
3. BOTTOM OF BASIN TO BE CONSTRUCTED A MINIMUM OF 3-FEET ABOVE THE ESTABLISHED SEASONAL
HIGH GROUND WATER LEVEL.
4. REFER TO IDEQ BMP NO. 46 (PROVIDED IN APPENDIX OF NARRATIVE) FOR ADDITIONAL REQUIREMENTS.
1'
DEPTH VARIES
3'
EXISTING GROUND
Scale: NTS
Temporary Sediment Basin (BMP 46)
8
12/06/21
FP-2021-0059
MTR
MTR
MTR
MTR
MTR
MTR
M
TR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
M
TR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
M
TR
MTR
MTR
MTR
MTR
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
P
I
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
P
I
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
P
I
PI
6''PI
6''PI
6''PI
6''PI
6''PI
6''PI
CO
PRV
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
G
IRR
G
G
G
G
G
G
G G
G
G
G
G
G
G
G G G G G
G
G
6''PI
12''W
12''W
21''SS
21''SS
21''SS
21''SS
21''SS
12''SD
21''SS
15''SD
21'
15''SD
S
AN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
21''SS
SAN
12''W
12''W
4''PI
4''PI
EP
EP
IRR
IRR
IRR
IRR
IRR
12''IRR
MTR
12''W
12''W
12''W
12''W
12''W
W
TR
SD
SD
SD
SD
SD
6''PI
6''PI
6''PI
MTR
6''PI
6''PI
6''PI
6''PI 6''PI
6''PI
6''PI
6''PI
R/W R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
-0+50
1+00 0+00
2+00
3+00 7+00
2665
2665
2670
2675
2680
2685
2685
2690
2690
2625
2630
2635
2640
2645
2650
2650
2650
2655
2660
2665
2665
2665
2670
2670
2670
2670
2670
2670
2670
2675
2680
2685
2667
2667
2668
2668
2669
2669
2669
2669
2671
2672
2673
2674
2676
2677
2678
2679
2681
2682
2683
2684
2686
2687
W
FW FW
FW
FW
FW FW
FW FW
FW FW
FW FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW FW
FW
FW FW
FW
FW
FW FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW FW FW FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW FW
FW
FW
FW
FW
FW FW FW
INSTALL TYPE I INLET PROTECTION PRIOR
TO EARTH DISTURBING ACTIVITIES AND
REMOVE UPON FINAL STABILIZATION.
INSTALL TYPE I INLET PROTECTION PRIOR
TO EARTH DISTURBING ACTIVITIES AND
REMOVE UPON FINAL STABILIZATION.
INSTALL TYPE I INLET PROTECTION PRIOR
TO EARTH DISTURBING ACTIVITIES AND
REMOVE UPON FINAL STABILIZATION.
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
CONSTRUCTION ENTRANCE TO BE
INSTALLED PRIOR TO EARTHWORK
OPERATIONS AND REMOVED PRIOR TO
FINAL PAVING BASE INSTALLATION.
SITE CONSTRUCTION SIGN.
CONCRETE WASHOUT
R R
R
STAGING AREA
EQUIPMENT AND MATERIALS STORAGE, WASTE DISPOSAL
AREA , AND WORKMAN PARKING
INSTALL TYPE I INLET
PROTECTION AS PART OF INLET
INSTALLATION AND REMOVE
UPON FINAL STABILIZATION.
INSTALL TYPE I INLET
PROTECTION AS PART OF INLET
INSTALLATION AND REMOVE
UPON FINAL STABILIZATION.
INSTALL TYPE I INLET
PROTECTION AS PART OF INLET
INSTALLATION AND REMOVE
UPON FINAL STABILIZATION.
INSTALL TYPE I INLET
PROTECTION AS PART OF INLET
INSTALLATION AND REMOVE
UPON FINAL STABILIZATION.
INSTALL TYPE I INLET
PROTECTION AS PART OF INLET
INSTALLATION AND REMOVE
UPON FINAL STABILIZATION.
Horizontal Scale:
0 100' 200'
1" = 100'
Phase 1 SWPPP Plan
File Location: g:\2021\121027\cad\121027 cd c151 swppp plan.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:24 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
SWPPP
C1.51
Phase 1 SWPPP Plan
S Summerson Ave
S Border Way
W Evening Sun St
W Rio De Plata Dr
W Timberwood Dr
W. Overland Road
Ridenbaugh Canal
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
1. TOTAL DISTURBED AREA IS APPROXIMATELY 18.00± ACRES.
2. SEE SHEET C1.50 FOR NOTES AND OTHER INFORMATION
SWPPP Phase 1 Notes:
12/06/21
FP-2021-0059
SAN
18''IRR
12''W
4''PI
EP
IRR
IRR
IRR
IRR
IRR
12''W 12''W 12''W 12''W
M
TR
12''W
12''W
12''W
WTR
12''SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
6''PI
SD
SD
SD
X X
MTR
GIRR
6''PI
6''PI
6''PI
6''PI
X X
X X
X X
S
D
R/W
R/W R/W R/W R/W
R/W R/W
R/W
R/W R/W R/W R/W R/W
R/W
R/W R/W R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
M
TR
MTR
MTR
MTR
PI
PI
SD
PI
PI
SD
SD
SAN
SAN
SAN
SAN
PI
CO
BLOCK 5
BLOCK 5
BLOCK 10
S
AN
GIRR
GIRR
R/W
R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
209'
R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
2675
FUTURE
PHASE 2
62-LOTS
FUTURE
PHASE 4
53-LOTS
FUTURE
PHASE 3
62-LOTS
PHASE 3
62-LOTS
4''PIRR
4''PIRR
4''PIRR
4''PIRR
4''PIRR
EP
EP
EP
O
O
O
O
O
O
O
8''W
8''W
8''W
EP
EP
EP
SD
C
O
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
M
TR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
M
TR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MT
R
MTR
MTR
MTR
MTR
MTR
MTR
MTR
MTR
M
TR
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
P
I
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
P
I
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
P
I
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
PI
P
I
6''PI
6''PI
CO
FW
FW
FW
FW
FW
FW
FW FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW FW
FW FW FW
FW
FW FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW FW
FW
FW
FW FW
FW
FW FW FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW FW
FW
FW
FW FW FW
FW
FW
FW
FW
FW
PHASE 1
76-LOTS
SEE SHEET C1.51
FOR DETAILS
0.6%
2.9%
1.0%
0.7%
0.6%
2.3%
0.6%
2.0%
R
R
R
W. Overland Road
75' NORTHWEST PIPELINE R/W & EASEMENT
PER INST. No. 8235869
ACHD R/W
PER INST. No. 108120052
Ridenbaugh Canal
Not-A-Part
Southridge
Apartments
Not-A-Part
PARCEL
S1223233950
JEWETT FAMILY LLC
Not-A-Part Not-A-Part
Not-A-Part
W Red Clay Way
S Setting Sun Ave
S Country View Way
S Hitching Post Way
S Summerson Ave
S Border Way
W Evening Sun St
S Sun Drenched Ave
W Francia St
W Rio De Plata Dr
S Rio De Oro Pl
Driveway A
Driveway C
W Timberwood Dr
W Rio De Plata Dr
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
Horizontal Scale:
0 150' 300'
1" = 150'
SWPPP Project Overview
File Location: g:\2021\121027\cad\121027 cd c150 swppp overall.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:24 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
SWPPP
C1.50
SWPPP Project
Overview
Note: The SWPPP Plan is comprised
of these Construction Set drawings
combined with the separate
Narrative Booklet.
SWPPP Posting Requirements:
1. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE
REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS.
2. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE
IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
CEASED, BUT IN NO CASE MORE THAT 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION
OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.
2.1. WHERE STABILIZATION BY THE 14th DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND
CONDITIONS, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE.
2.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND
EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION
MEASURES DO NOT HAVE TO INITIATED ON THAT PORTION OF THE SITE.
THE FOLLOWING TEMPORARY SOIL STABILIZATION PRACTICES SHALL BE IMPLEMENTED ON ALL DISTURBED
AREAS AND/OR WHERE SHOWN ON PLAN, UNLESS CONDITIONS AS LISTED ABOVE DICTATE OTHERWISE:
MULCHING (BMP 15) - APPLY STRAW, GRASS, COMPOST, WOOD CHIPS OR WOOD FIBERS TO DISTURBED
AREAS TO PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE
DESCRIPTION, :
3. GEOTEXTILE (BMP 17) - APPLY NONBIODEGRADABLE SYNTHETIC FABRIC TO DISTURBED AREAS TO
PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION,
:
4. MATTING (BMP 18) - APPLY BIODEGRADABLE WOVEN OR JUTE FIBER MAT TO DISTURBED AREAS TO
PREVENT EROSION. SEE THE APPENDIX OF THE ESC/SWPPP NARRATIVE FOR A COMPLETE DESCRIPTION.
Soil Stabilization:
SWPPP Legend:
FW FW
2661
PROPOSED GROUND CONTOUR (ONE-FOOT INTERVAL)
WITH DIRECTIONAL SLOPE ARROWS
FIBER ROLL PER THE STATE OF IDAHO CATALOG OF
STORM WATER BEST MANAGEMENT PRACTICES BMP
#35. SEE THE FOLLOWING SHEET FOR DETAILS.
LIMITS OF DISTURBANCE
PORTABLE RESTROOM
STAGING AREA AS NOTED. STABILIZE AND PROVIDE
PERIMETER CONTROLS PER THE STATE OF IDAHO
CATALOG OF STORM WATER BEST MANAGEMENT
PRACTICES BMP #2
SITE CONSTRUCTION SIGN.
STABILIZED ENTRANCE PER THE STATE OF IDAHO
CATALOG OF STORM WATER BEST MANAGEMENT
PRACTICES BMP #5. THIS SHALL BE MAINTAINED
THROUGHOUT CONSTRUCTION UNTIL BASE MATERIAL
IS INSTALLED. PROVIDE SWEEPING DAILY OR AS
NEEDED TO REMOVE ANY TRACKING OF MUD AND/OR
DIRT ONTO EXISTING ASPHALT. SEE THE FOLLOWING
SHEET FOR DETAILS.
CONCRETE WASHOUT. SEE THE FOLLOWING SHEET FOR
DETAILS.
RECTANGULAR DROP INLET PROTECTION TYPE I PER
BMP #31, SEE SHEET C1.55 FOR DETAILS
2661
APPROXIMATE EXISTING GROUND CONTOUR
(FIVE-FOOT INTERVAL) WITH DIRECTIONAL
SLOPE ARROWS
2%
2%
R
W
Stockpile Management BMP 9:
1. THE CONTRACTOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR APPLYING FOR OBTAINING
THE EPA NOTICE OF INTENT (NOI).
2. A COMPLETE COPY OF THE SWPPP (INCLUDING A COPY OF THE CONSTRUCTION GENERAL
PERMIT AND COMPLETED INSPECTION FORMS), NOI, AND ACKNOWLEDGEMENT LETTER FROM
EPA MUST BE RETAINED AT THE CONSTRUCTION SITE (OR OTHER LOCATION EASILY
ACCESSIBLE DURING NORMAL BUSINESS HOURS )AND MADE AVAILABLE FOR REVIEW BY EPA,
A STATE, OR OTHER LOCAL APPROVING AGENCY .
3. A SIGN OR OTHER NOTICE MUST BE POSTED IN A CONSPICUOUS LOCATION NEAR THE
CONSTRUCTION ENTRANCE. THE SIGN OR OTHER NOTICE MUST CONTAIN THE FOLLOWING
INFORMATION:
· AT A MINIMUM, THE NOTICE MUST INCLUDE THE NPDES PERMIT TRACKING NUMBER
AND A CONTACT NAME AND PHONE NUMBER FOR OBTAINING ADDITIONAL PROJECT
INFORMATION AS WELL AS THE ADDRESS OF THE SITE, THE PERMIT HOLDER’S NAME
AND THE PHONE NUMBER OF THE STORMWATER POLLUTION HOTLINE (395-8888)
MUST BE DISPLAYED THROUGHOUT CONSTRUCTION
· THE UNIFORM RESOURCE LOCATOR (URL) FOR THE SWPPP (IF AVAILABLE), OR THE
FOLLOWING STATEMENT: “IF YOU WOULD LIKE TO OBTAIN A COPY OF THE
STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS SITE, CONTACT THE
EPA REGIONAL OFFICE AT EPA REGION 10 STORMWATER PROGRAM MISHA VAKOC
(VAKOC.MISHA@EPA.GOV) (206) 553-6650 ”
· AND THE FOLLOWING STATEMENT “IF YOU OBSERVE INDICATORS OF STORMWATER
POLLUTANTS IN THE DISCHARGE OR IN THE RECEIVING WATERBODY, CONTACT THE
EPA THROUGH THE FOLLOWING WEBSITE:
HTTPS://WWW.EPA.GOV/ENFORCEMENT/REPORT-ENVIRONMENTAL
-VIOLATIONS.”
· THE NOTICE MUST BE LOCATED SO THAT IT IS VISIBLE FROM THE PUBLIC ROAD THAT
IS NEAREST TO THE ACTIVE PART OF THE CONSTRUCTION SITE.
· THE NOTICE MUST USE A FONT LARGE ENOUGH TO BE READILY VIEWED FROM A
PUBLIC RIGHT-OF-WAY.
4. THE SWPPP MUST BE SIGNED AND CERTIFIED IN ACCORDANCE WITH APPENDIX I, SECTION I.11
OF THE CONSTRUCTION GENERAL PERMIT.
5. THE OPERATOR AND OWNER/DEVELOPER ARE RESPONSIBLE FOR OBTAINING THE EPA FORMS
FOR N.O.T. (NOTICE OF TERMINATION).
FROM: IDEQ STORM WATER BEST MANAGEMENT PRACTICES CATALOG SEPTEMBER 2005
DESCRIPTION:
STOCKPILE MANAGEMENT PROCEDURES AND PRACTICES ARE DESIGNED TO REDUCE OR
ELIMINATE AIR AND STORMWATER POLLUTION FROM STOCKPILES OF SOIL, PAVING
MATERIALS SUCH AS PORTLAND CEMENT CONCRETE (PCC) RUBBLE, ASPHALT CONCRETE
(AC), ASPHALT CONCRETE RUBBLE, AGGREGATE BASE, AGGREGATE SUB BASE OR
PRE-MIXED AGGREGATE, ASPHALT MINDER (SO CALLED “COLD MIX” ASPHALT), AND
PRESSURE-TREATED WOOD.
APPLICATIONS:
IMPLEMENT IN ALL PROJECTS THAT STOCKPILE SOIL AND OTHER MATERIALS.
LIMITATIONS:
DRAINAGE AREA – N/A MAXIMUM SLOPE – N/A
MINIMUM BEDROCK DEPTH - N/A MINIMUM WATER TABLE - N/A
NRCS SOIL TYPE – N/A FREEZE/THAW – GOOD
DRAINAGE/FLOOD CONTROL – NO
TARGETED POLLUTANTS:
SEDIMENT
CONSTRUCTION GUIDELINES:
GENERAL
LOCATE STOCKPILES A MINIMUM OF 50 FT AWAY FROM CONCENTRATED FLOWS OF
STORMWATER, DRAINAGE COURSES, AND INLETS.
PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON USING A TEMPORARY
PERIMETER SEDIMENT BARRIER SUCH AS BERMS, DIKES, FIBER ROLLS, SILT FENCES,
SANDBAGS, OR GRAVEL BAGS. IMPLEMENT WIND EROSION CONTROL PRACTICES AS
APPROPRIATE ON ALL STOCKPILED MATERIAL.
PLACE BAGGED MATERIALS ON PALLETS AND UNDER COVER.
PROTECTION OF NON-ACTIVE STOCKPILES
· SOIL STOCKPILES: DURING THE RAINY SEASON, SOIL STOCKPILES SHOULD BE COVERED OR
PROTECTED WITH SOIL STABILIZATION MEASURES AND A TEMPORARY PERIMETER SEDIMENT
BARRIER AT ALL TIMES. DURING THE NON-RAINY SEASON, SOIL STOCKPILES SHOULD BE
COVERED OR PROTECTED WITH A TEMPORARY PERIMETER SEDIMENT BARRIER PRIOR TO THE
ONSET OF PRECIPITATION.
· STOCKPILES OF PCC RUBBLE, AC, ASPHALT CONCRETE RUBBLE, AGGREGATE BASE, OR
AGGREGATE SUB BASE: DURING THE RAINY SEASON, THE STOCKPILES SHOULD BE COVERED OR
PROTECTED WITH A TEMPORARY SEDIMENT PERIMETER BARRIER AT ALL TIMES. DURING THE
NON-RAINY SEASON, THE STOCKPILES SHOULD BE COVERED OR PROTECTED WITH A
TEMPORARY PERIMETER SEDIMENT BARRIER PRIOR TO THE ONSET OF PRECIPITATION.
· STOCKPILES OF “COLD MIX”: DURING THE RAINY SEASON, COLD MIX STOCKPILES SHOULD BE
PLACED ON AND COVERED WITH PLASTIC OR COMPARABLE MATERIAL AT ALL TIMES. DURING
THE NON-RAINY SEASON, COLD MIX STOCKPILES SHOULD BE PLACED ON AND COVERED WITH
PLASTIC OR COMPARABLE MATERIALS PRIOR TO THE ONSET OF PRECIPITATION
· STOCKPILES/STORAGE OF PRESSURE-TREATED WOOD: DURING THE RAINY SEASON,
PRESSURE-TREATED WOOD SHOULD BE COVERED WITH PLASTIC OR COMPARABLE MATERIAL
AT ALL TIMES. DURING THE NON-RAINY SEASON, PRESSURE-TREATED WOOD SHOULD BE
COVERED WITH PLASTIC OR COMPARABLE MATERIAL AT ALL TIMES.
PROTECTION OF ACTIVE STOCKPILES
· ALL STOCKPILES SHOULD BE PROTECTED WITH A TEMPORARY LINEAR SEDIMENT BARRIER
PRIOR TO THE ONSET OF PRECIPITATION.
· STOCKPILES OF “COLD MIX” SHOULD BE PLACED ON AND COVERED WITH PLASTIC OR
COMPARABLE MATERIAL PRIOR TO THE ONSET OF PRECIPITATION.
MAINTENANCE
· INSPECT AND VERIFY THAT BMPS ARE IN PLACE PRIOR TO THE COMMENCEMENT OF
ASSOCIATED ACTIVITIES. WHILE ACTIVITIES ASSOCIATED WITH THE BMP ARE UNDERWAY,
INSPECT WEEKLY DURING THE RAINY SEASON AND AT 2-WEEK INTERVALS IN THE NON-RAINY
SEASON TO VERIFY CONTINUED BMP IMPLEMENTATION.
· REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED TO KEEP THEM
FUNCTIONING PROPERLY.
1. ALL STORM WATER WILL BE CONTAINED ON SITE.
2. ALL BMP'S SHALL BE INSPECTED AT A MINIMUM ONCE EVERY 14 DAYS AND WITHIN 24 HOURS OF A
STORM EVENT PRODUCING 0.25 INCHES OR GREATER - OR - ONCE EVERY SEVEN DAYS.
INSPECTION FREQUENCY MAY BE REDUCED TO ONCE EVERY MONTH IF:
A. THE ENTIRE SITE IS TEMPORARILY STABILIZED, OR
B. RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS, OR
C. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIODS (MAY THROUGH SEPTEMBER)
IN ARID AREAS AND SEMI-ARID AREAS.
3. DEWATERING IS EXPECTED FOR THIS SITE . ONSITE ESC CONTRACTOR IS RESPONSIBLE FOR ALL
NON-STORMWATER MANAGEMENT.
4. STREET SWEEPING WILL BE IMPLEMENTED ON AN AS-NEEDED BASIS AS DETERMINED BY THE ESC
COORDINATOR.
5. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE STORAGE CONTAINMENT AREA.
WASTE DISPOSAL DUMPSTERS MUST HAVE LIDS, OR PROVIDE COVER OR A SIMILARLY EFFECTIVE MEANS
TO MINIMIZE THE DISCHARGE OF POLLUTANTS. KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE
AND AT THE END OF THE BUSINESS DAY. DISPOSE AT A FREQUENCY ACCORDING TO CONTAINER SIZE.
6. WORKMAN SHALL PARK ON THE AREA DESIGNATED AS WORKMAN PARKING OR AN OFF-SITE LOCATION
IF PRE-APPROVED.
7. ALL DROP INLETS, CATCH BASINS, AND CURB INLETS NOTED ON PLAN SHALL HAVE INLET PROTECTION
PROVIDED. SEE THE SWPPP PLAN DETAILS ON SHEET C1.55 AND MANUFACTURES GUIDELINES FOR
INSTALLATION INSTRUCTIONS.
8. LOCATE ALL PORTABLE RESTROOMS AS FAR FROM PUBLIC AND PRIVATE STORM DRAIN SYSTEMS AS
POSSIBLE. ANCHOR TO PREVENT VANDALISM.
11. SLURRY AND CUTTINGS FROM SAWCUTTING OF CONCRETE OR ASPHALT SHALL BE VACUUMED DURING
CUTTING AND SURFACING OPERATIONS. SLURRY AND CUTTINGS SHALL NOT REMAIN ON PERMANENT
CONCRETE OR ASPHALT PAVEMENT OVERNIGHT. SLURRY AND CUTTINGS SHALL NOT DRAIN TO ANY
NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE. COLLECTED SLURRY AND CUTTINGS SHALL BE
DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY
STANDARDS.
12. SEE LANDSCAPE AND MATERIALS PLANS FOR INFORMATION CONCERNING FINAL SOIL STABILIZATION
MEASURES.
13. ALL EXCESS MATERIALS SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED LOCATION.
EXCESS MATERIAL MAY BE TEMPORARILY STORED ON SITE (IF APPROVED BY THE OWNER) AT A
PRE-APPROVED LOCATION. IF MATERIAL IS STOCKPILED FOR MORE THAN 14 DAYS STOCKPILE IS TO BE
STABILIZED PER BMP #9,
14. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ISPWC.
15. ALL GRADING, UTILITY, AND ROADWAY CONSTRUCTION SHALL BE LIMITED TO THE HOURS BETWEEN 7:00
A.M. AND 9:00 P.M. MONDAY THROUGH FRIDAY AND 8:00 A.M. TO 9:00 P.M. SATURDAY AND SUNDAY,
UNLESS OTHERWISE APPROVED BY THE CONSTRUCTION MANAGER.
16. ANY MODIFICATIONS TO THIS PLAN REQUIRE APPROVAL OF THE DESIGNER OR THE ONSITE RESPONSIBLE
PERSON.
17. TOTAL DISTURBED AREA IS APPROXIMATELY 74.79± ACRES..
18. UPON CONTRACT APPROVAL BY THE CONTRACTOR, IT IS RECOGNIZED THAT THE CONTRACTOR HAS
REVIEWED THE PLAN DRAWINGS AND THE CONTRACTOR AGREES TO ABIDE BY THE REQUIREMENTS AND
CONDITIONS CONTAINED HEREIN.
19. BOISE CITY PLANNING AND DEVELOPMENT SERVICES REQUIRES EROSION CONTROL PERMITEES TO
SCHEDULE AN EROSION AND SEDIMENT CONTROL SITE PREPARATION INSPECTION. THE INSPECTION
MUST BE SCHEDULED PRIOR TO GRADING OR OTHER LAND DISTURBING ACTIVITIES BUT AFTER THE
REQUIRED STRUCTURAL BEST MANAGEMENT PRACTICES ARE INSTALLED. THE REQUIRED BMP'S MUST
COMPLETE AND PASS THE EROSION AND SEDIMENT CONTROL SITE PREPARATION INSPECTION PRIOR TO
COMMENCING LAND DISTURBING ACTIVITIES. IF THE INSPECTION FAILS, YOU MUST COMPLETE ALL
NECESSARY CORRECTIONS AND RESCHEDULE THE SITE PREPARATION INSPECTION. THE SITE MUST
PASS THE SITE PREPARATION INSPECTION PRIOR TO BEGINNING WORK. FAILURE TO SCHEDULE AND
PASS THE SITE PREPARATION INSPECTION WILL DELAY YOUR WORK.
INSPECTIONS MAY BE REQUESTED THE SAME DAY AND UP TO THREE DAYS IN ADVANCE,
EXCLUDING HOLIDAYS AND WEEKENDS. INSPECTIONS REQUESTED BETWEEN 7:30 AM AND
11:30 AM WILL BE COMPLETED BY 5:00 PM OF THE SAME DAY. INSPECTIONS SCHEDULED
AFTER 11:30 AM WILL BE PERFORMED THE FOLLOWING DAY BY NOON. YOU CAN SCHEDULE
THE INSPECTION THREE DIFFERENT WAYS:
· SCHEDULE USING THE MOBILE APP ON YOUR SMARTPHONE AT HTTP://PDSMOBILE.NET.
· SCHEDULE ONLINE AT WWW.CITYOFBOISE.ORG/PDS/PDSONLINE.
· CALL (208) 384-3802 TO SCHEDULE.
SWPPP General Notes:
OWNER: CHALLENGER DEVELOPMENT , INC.
PRIMARY CONTACT:
PH.
GENERAL CONTRACTOR/OPERATOR:
PRIMARY CONTACT:
PH.
ONSITE SWPPP COORDINATOR:
COMPANY:
PH.
PLAN PREPARER: GARY SCHUMACHER
CITY OF BOISE LICENSE: CON16-00178, EXPIRES: 08-28-2022
SIGNED ______________________________________ DATE: 12-29-2020
Contact Information:
W
CONSTRUCTION ENTRANCE TO BE INSTALLED PRIOR
TO EARTHWORK OPERATIONS AND REMOVED PRIOR
TO FINAL PAVING BASE INSTALLATION.
CONCRETE WASHOUT
STAGING AREA
EQUIPMENT AND MATERIALS STORAGE,
WASTE DISPOSAL AREA , AND WORKMAN
PARKING
SITE CONSTRUCTION SIGN.
INSTALL TYPE I INLET PROTECTION PRIOR
TO EARTH DISTURBING ACTIVITIES AND
REMOVE UPON FINAL STABILIZATION.
INSTALL TYPE I INLET PROTECTION PRIOR
TO EARTH DISTURBING ACTIVITIES AND
REMOVE UPON FINAL STABILIZATION.
INSTALL TYPE I INLET PROTECTION PRIOR
TO EARTH DISTURBING ACTIVITIES AND
REMOVE UPON FINAL STABILIZATION.
12/06/21
FP-2021-0059
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FF: 2670.90
FF: 2669.50
FF: 2686.20
FF: 2684.90
FF: 2683.40
FF: 2681.40
FF: 2680.00
FF: 2678.60
FF: 2678.20
FF: 2677.20
FF: 2676.20
FF: 2674.70
FF: 2673.30
FF: 2672.40
FF: 2672.00
FF: 2671.60
FF: 2671.10
FF: 2670.60
FF: 2670.30
FF: 2669.80
FF: 2669.50
FF: 2669.30
FF: 2669.10
FF: 2668.70
FF: 2668.20
FF: 2667.70
FF: 2667.30
FF: 2666.70
FF: 2670.20
FF: 2670.50
FF: 2670.80
FF: 2668.30
FF: 2669.70
FF: 2670.80
FF: 2671.20
FF: 2671.40
FF: 2671.50
FF: 2671.60
FF: 2671.20
FF: 2671.00
FF: 2672.10
FF: 2672.30
FF: 2670.80
FF: 2670.60
FF: 2672.50
FF: 2673.30
FF: 2670.30
FF: 2670.10
FF: 2674.20
FF: 2674.80
FF: 2669.90
FF: 2669.70
FF: 2676.50
FF: 2677.00
FF: 2677.30
FF: 2678.00
FF: 2678.40
FF: 2679.20
FF: 2680.00
FF: 2681.60
FF: 2682.70
FF: 2684.00
FF: 2686.00
FF: 2669.70
FF: 2669.90
FF: 2669.90
FF: 2670.20
FF: 2670.40
FF: 2670.60
FF: 2670.40
FF: 2670.60
FF: 2670.70
FF: 2671.00
FF: 2671.10
FF: 2670.90
FF: 2670.30
Horizontal Scale:
0 80' 160'
1" = 80'
Mass Grading
File Location: g:\2021\121027\cad\121027 cd c130 mass grading.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:23 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
General
C1.30
Mass Grading
S Summerson Ave
S Border Way
W Evening Sun St
W Rio De Plata Dr
W Timberwood Dr
W. Overland Road
Ridenbaugh Canal
ADA COUNTY HIGHWAY DISTRICT
Plans Are Accepted For Public Street
Construction
By stamping and signing the improvement plans, the Registered Engineer ensures the
District that the plans conform to all District policies and standards. Variances or
waivers must be specifically and previously approved by the District in writing.
Acceptance of the improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY: _____________________________ DATE: _____________________
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
10/26/2021
12/06/21
FP-2021-0059
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48+00 47+00
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STA: 2+83
STA: 47+75
STA: 79+65
STA: 86+45
STA: 210+52
STA: 205+92
STA: 77+73
STA: 81+99
STA: 208+48
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STA: 22+57
STA: 26+18
STA: 29+81
STA: 33+59
EXISTING LIGHT 52591C
Horizontal Scale:
0 80' 160'
1" = 80'
Street Lighting
File Location: g:\2021\121027\cad\121027 cd c120 street lighting & signing.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:22 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
General
C1.20
Street Lighting
S Summerson Ave
S Border Way
W Evening Sun St
W Rio De Plata Dr
W Timberwood Dr
W. Overland Road
Ridenbaugh Canal
Sheet Notes:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN,
CHANNEL CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES.
EXISTING STREET LIGHT
EXISTING TYPE I CITY OF MERIDIAN STREET LIGHT.
30' SQUARE GALVANIZED ANCHOR BASE POLE WITH 8'
COBRA ARM AND 250 WATT HIGH PRESSURE SODIUM
LIGHT FIXTURE
TYPE II CITY OF MERIDIAN STREET LIGHT.
25' SQUARE STEEL ANCHOR BASE POLE WITH 100 WATT
HIGH PRESSURE SODIUM SHOEBOX LIGHT FIXTURE
TYPE I CITY OF MERIDIAN STREET LIGHT CALLED OUT
WITH THIS SYMBOL. PER MERIDIAN STANDARD T1
INTERCEPT EXISTING CONDUIT AND JUNCTION BOXES
ADA COUNTY HIGHWAY DISTRICT
Plans Are Accepted For Public Street
Construction
By stamping and signing the improvement plans, the Registered Engineer ensures the
District that the plans conform to all District policies and standards. Variances or
waivers must be specifically and previously approved by the District in writing.
Acceptance of the improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY: _____________________________ DATE: _____________________
Legend:
LOCATION
Street Light Numbers:
STA. 2+83
STA. 47+75
STA. 77+73
STA 79+65
STA 81+99
STA 205+92
STA 208+48
STA 210+52
STA 22+57
STA 26+18
STA 29+81
NUMBER
53001
53002
53003
53004
53005
53006
53007
53008
52594C
52593C
52592C
TYPE
TYPE 2
TYPE 2
TYPE 2
TYPE 2
TYPE 2
TYPE 2
TYPE 2
TYPE 2
TYPE 1
TYPE 1
TYPE 1
City of Meridian Standard Notes:
STREET LIGHTING
1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE
CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS
TO THE ISPWC, 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, 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. 3 TYPE 1 STREETLIGHTS, 35' IN HEIGHT WITH A 12' MAST ARM ARE REQUIRED ON
OVERLAND ROAD. MAXIMUM SPACING IS 300' ON OVERLAND ROAD PER CITY OF
MERIDIAN SUPPLEMENTAL STANDARDS, DRAWING 6C
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
10/26/2021
12/06/21
FP-2021-0059
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5'
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PL P
L
C L RIDENBAUGH CANAL
RESIDENTIAL
LOTS
COMMON
LOT
6-FT BLACK
WROUGHT IRON
FENCE 6-FT BLACK
WROUGHT IRON
FENCE
10-FT ASPHALT
PATHWAY
PER TYPICAL DETAIL
EXISTING GRAVEL CANAL
MAINTENANCE ROAD
5'
Horizontal Scale:
0 80' 160'
1" = 80'
Phase 1 Overview
File Location: g:\2021\121027\cad\121027 cd c103 phase 1 project overview.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:22 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
General
C1.03
Phase 1 Overview
S Summerson Ave
S Border Way
W Evening Sun St
W Rio De Plata Dr
W Timberwood Dr
W. Overland Road
Ridenbaugh Canal
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
4" THICK - 3/4" MINUS GRAVEL
TYPE B BASE COURSE
2" THICK ASPHALT PAVING TOP
COURSE
HAND TAMP EDGES STRAIGHT
TOPSOIL
CONTINUE BASE COURSES 6"
BEYOND EDGE OF ASPHALT
2
Asphalt Walking Path
Scale: NTS
1
Ridenbaugh Canal - Mixed Used Pathway - Typical Cross Section (Viewed to West)
Scale: NTS
1
-
10/26/2021
12/06/21
FP-2021-0059
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
209'
R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
PHASE 1
76-LOTS
PHASE 2
62-LOTS
PHASE 4
53-LOTS
PHASE 3
62-LOTS
PHASE 3
62-LOTS
PROJECT LOCATION: SITUATED IN THE N 1/2 OF SECTION 23 TOWNSHIP 3
NORTH, RANGE 1 WEST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO
W. Overland Road
140' RIDENBAUGH CANAL EASEMENT
PER INST. No. 800640
75' NORTHWEST PIPELINE R/W & EASEMENT
PER INST. No. 8235869
ACHD R/W
PER INST. No. 108120052
Ridenbaugh Canal
Not-A-Part
Not-A-Part
FOUND 5/8" STEEL PIN
C 1/4 CORNER SEC. 23
CP&F No. 9126240
FOUND BRASS CAP
S 1/4 CORNER SEC. 23
CP&F No. 9255544
26
23
FOUND 5/8" STEEL PIN
E 1/4 CORNER SEC. 23
CP&F No. 9255545
FOUND ALUMINUM CAP
W 1/4 CORNER SEC. 23
CP&F No. 110033071
22 23
FOUND BRASS CAP
NE CORNER SEC. 23
CP&F No. 107153515
23 24
1413
FOUND ALUMINUM CAP
NW CORNER SEC. 23
CP&F No. 111026808
W. Overland Road
22 23
1514
FOUND ALUMINUM CAP
N 1/4 CORNER SEC. 23
CP&F No. 110088910
23
14
-BASIS OF BEARINGS-
S. Ten Mile Road
Val Vista Subdivision
Val Vista Subdivision No. 2 Aspen Cove Subdivision
Not-A-Part
(Southridge Subdivision No. 5)
Southridge
Apartments
Not-A-Part
Not-A-Part
130' RIDENBAUGH CANAL EASEMENT
PER INST. No. 800640
PARCEL
S1223212760
CITY OF MERIDIAN
PARCEL
S1223233670
CABRA CREEK LLC
PARCEL
S1223223010
CABRA CREEK LLC
PARCEL
S1223233950
PARCEL ANDERSON EDWARD
S1223233920
ADA COUNTY
HIGHWAY DISTRICT
PARCEL
S1223233905
WALKER TERRY G
PARCEL
S1223234100
WALKER DUANE L
PARCEL
R8954830350
ELTON CURTIS A
PARCEL
R8954840140
NICHOLS SCOTT HASKELL
PARCEL
R8954840130
VOLGAMORE MICHAEL D
PARCEL
R8954840120
KEMP TRAVIS
PARCEL
R8954840110
HOLDEN NATHANIEL
PARCEL
R0548010300
FABER STEFAN A
PARCEL
R0548010325
GARDNER APRYL T
PARCEL
R0548010450
PENNA LISA
PARCEL
S1223131620
CHALLENGER
DEVELOPMENT
PARCEL
S1223142010
CHALLENGER
DEVELOPMENT INC
PARCEL
S1223131320
ENDURANCE HOLDINGS LLC
PARCEL
S1223120955
SOUTHRIDGE FARM LLC
PARCEL
S1223212615
SOUTHRIDGE FARM LLC
PARCEL
S1223131250
RICE JOSEPH R
Not-A-Part
Not-A-Part
Not-A-Part
Not-A-Part
Not-A-Part
S. Grand Fork Way
Not-A-Part
(Southridge Subdivision No. 3)
Not-A-Part
(Southridge
Subdivision No. 4)
S. Grand Fork Way
W Red Clay Way
S Setting Sun Ave
S Country View Way
S Hitching Post Way
S Summerson Ave
S Border Way
W Evening Sun St
S Sun Drenched Ave
W Francia St
W Rio De Plata Dr
S Rio De Oro Pl
Driveway A
Driveway B
Driveway C
W Timberwood Dr
W Rio De Plata Dr
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
Horizontal Scale:
0 150' 300'
1" = 150'
Project Overview
File Location: g:\2021\121027\cad\121027 cd c102 project overview.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:21 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
General
C1.02
Project Overview
10/26/2021
12/06/21
FP-2021-0059
PI
PI
P
I
SD
SD
SAN
SAN
SAN
SAN
PI
CO
SAN
GIRR
GIRR
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
N89°02'56"W 712.19'
N89°04'17"W 1832.25'
N22°09'32"W 520.19'
L2
C1
C2
L3
C3
C4
L4
C5
C6
C7
L5
L6
L7
C8
L8
L9
L10
C9
S64°01'59"E 330.62'
C10
L11
C11
L12
L13
L14
C12
L15
L16
S37°52'47"E 332.24'
C13
L17
C14
L18
C15
L19
2685
2690
2695
2700
2650
2650
2650
2655
2660
2660
2660
2665
2665
2665
2665
2665
2670
2675
2680
2685
2690
2695
2630
2635
2640
2665
2665
2670
2670
2670
2675
2660
2665
2685
2690
2690
2670
2675
2680
2685
N89°02'
S
AN
N89°04'17"W 2666.80'
GIRR
N89°19'41"W 2661.73'
S89°14'56"E 2652.36'
N00°56'19"E 2629.48'
Curve Table
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
LENGTH
111.19'
30.77'
25.41'
184.71'
420.42'
288.12'
393.88'
320.04'
14.24'
46.42'
276.34'
316.45'
389.27'
140.75'
129.34'
RADIUS
50.00'
25.00'
20.43'
233.34'
1050.50'
1047.00'
1044.50'
375.00'
320.00'
320.00'
230.83'
200.00'
300.00'
150.00'
150.00'
DELTA
127°24'36"
70°31'44"
71°15'53"
45°21'22"
22°55'49"
15°46'02"
21°36'21"
48°53'57"
2°32'56"
8°18'42"
68°35'29"
90°39'20"
74°20'42"
53°45'48"
49°24'12"
CHORD BEARING
N82°26'42"W
S54°00'16"E
N54°13'05"E
S41°15'50"W
N58°57'49"E
N38°26'04"E
N20°56'21"E
N85°56'02"W
S62°45'31"E
S68°11'20"E
N37°54'29"W
N83°12'27"W
N00°42'26"W
S09°35'01"W
N07°24'13"E
CHORD LENGTH
89.65'
28.87'
23.80'
179.93'
417.62'
287.21'
391.55'
310.42'
14.23'
46.38'
260.13'
284.46'
362.53'
135.64'
125.37'
Line Table
SEGMENT
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
LENGTH
30.00'
58.64'
157.73'
231.17'
6.36'
79.42'
150.70'
90.36'
118.75'
150.79'
10.00'
188.54'
BEARING
N25°08'21"E
S89°16'08"E
N47°39'35"W
N10°08'10"E
S75°06'37"E
N14°53'23"E
N61°29'03"W
S00°48'16"W
S61°29'03"E
S72°20'41"E
S86°31'43"W
S03°28'17"E
Line Table
SEGMENT
L14
L15
L16
L17
L18
L19
LENGTH
159.58'
37.00'
70.00'
34.82'
110.54'
21.67'
BEARING
S56°31'59"E
S37°52'47"E
S52°03'57"W
S36°27'55"W
S17°17'53"E
S32°06'19"W
PROJECT LOCATION: SITUATED IN THE N 1/2 OF SECTION 23 TOWNSHIP 3
NORTH, RANGE 1 WEST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO
W. Overland Road
140' RIDENBAUGH CANAL EASEMENT
PER INST. No. 800640
75' NORTHWEST PIPELINE R/W & EASEMENT
PER INST. No. 8235869
ACHD R/W
PER INST. No. 108120052
Ridenbaugh Canal
Not-A-Part
Not-A-Part
FOUND 5/8" STEEL PIN
C 1/4 CORNER SEC. 23
CP&F No. 9126240
FOUND BRASS CAP
S 1/4 CORNER SEC. 23
CP&F No. 9255544
26
23
FOUND 5/8" STEEL PIN
E 1/4 CORNER SEC. 23
CP&F No. 9255545
FOUND ALUMINUM CAP
W 1/4 CORNER SEC. 23
CP&F No. 110033071
22 23
FOUND BRASS CAP
NE CORNER SEC. 23
CP&F No. 107153515
23 24
1413
FOUND ALUMINUM CAP
NW CORNER SEC. 23
CP&F No. 111026808
W. Overland Road
22 23
1514
FOUND ALUMINUM CAP
N 1/4 CORNER SEC. 23
CP&F No. 110088910
23
14
-BASIS OF BEARINGS-
S. Ten Mile Road
Val Vista Subdivision
Val Vista Subdivision No. 2 Aspen Cove Subdivision
Not-A-Part
(Southridge Subdivision No. 5)
Southridge
Apartments
Not-A-Part
Not-A-Part
130' RIDENBAUGH CANAL EASEMENT
PER INST. No. 800640
PARCEL
S1223212760
CABRA CREEK LLC
PARCEL
S1223233670
CABRA CREEK LLC
PARCEL
S1223223010
CABRA CREEK LLC
PARCEL
S1223233950
PARCEL JEWETT FAMILY LLC
S1223233920
ADA COUNTY
HIGHWAY DISTRICT
PARCEL
S1223233905
WALKER TERRY G
PARCEL
S1223234100
WALKER DUANE L
PARCEL
R8954830350
ELTON CURTIS A
PARCEL
R8954840140
NICHOLS SCOTT HASKELL
PARCEL
R8954840130
VOLGAMORE MICHAEL D
PARCEL
R8954840120
PRZYBOS STEVEN L TRUST
PARCEL
R8954840110
HOLDEN NATHANIEL
PARCEL
R0548010300
FABER STEFAN A
PARCEL
R0548010325
GARDNER DUSTIN E
PARCEL
R0548010450
PIERCE GEORGE A
PARCEL
S1223131620
ENDURANCE HOLDINGS LLC
PARCEL
S1223142010
CHALLENGER
DEVELOPMENT INC
PARCEL
S1223131320
ENDURANCE HOLDINGS LLC
PARCEL
S1223120955
SOUTHRIDGE FARM LLC
PARCEL
S1223212615
SOUTHRIDGE FARM LLC
PARCEL
S1223131250
RICE JOSEPH R
Not-A-Part
Not-A-Part
Not-A-Part
Not-A-Part
Not-A-Part
S. Grand Fork Way
Not-A-Part
(Southridge Subdivision No. 3)
Not-A-Part
(Southridge
Subdivision No. 4)
S. Grand Fork Way
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
Horizontal Scale:
0 150' 300'
1" = 150'
Existing Conditions
File Location: g:\2021\121027\cad\121027 cd c101 existing conditions.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:20 PM
Permit Set
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
General
C1.01
Existing Conditions
10/26/2021
12/06/21
FP-2021-0059
PROJECT
AREA
ACHD ROADWAY NOTES:
1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND
ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE
ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT.
1.1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE
LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD
POLICY MANUAL:
1.2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE
STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS.
1.2.1. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE,
CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE.
1.2.2. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL
WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A
TRAVEL LANE.
1.2.3. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS
DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A
CRITICAL FACTOR.
1.2.4. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE
CONSTRUCTION BEGINS.
1.2.5. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET
REPAIRS) WITHIN ACHD RIGHTS-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR THE
SECTION NOTED ON THE ASPHALT PAVING SECTION DETAILS, SHEET C2.00. USE WHICHEVER SECTION IS
GREATER.
2. PIPE TRENCH SHALL CONFORM TO THE LATEST EDITION OF THE I.S.P.W.C. DIVISION 300 AND SD-301. BEDDING AND
BACKFILL SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE I.S.P.W.C.
3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY REQUIRES INSPECTION AND APPROVAL BY ACHD CONSTRUCTION
DIVISION. CONTACT INSPECTION SERVICES AT 387-6280 TO OBTAIN A PERMIT TO WORK IN THE RIGHT-OF-WAY.
INSPECTION REQUESTS REQUIRE A MINIMUM OF 24-HOUR PRIOR NOTICE.
4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, COORDINATE WITH ACHD INSPECTION STAFF. ALL PAVEMENT
MARKINGS SHALL COMPLY WITH ACHD POLICY AND ISPWC SECTION 1100. MARKINGS SHALL TRANSITION
SMOOTHLY WITH EXISTING PAVEMENT MARKINGS.
5. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL
BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.
CONTRACTOR SHALL PROVIDE SOILS DATA TO VERIFY THAT NATIVE MATERIAL MEETS THE REQUIREMENTS FOR
ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.
ACHD STANDARD CONDITIONS:
1. ANY EXISTING IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY.
2. PRIVATE SEWER OR WATER SYSTEMS ARE PROHIBITED FROM BEING LOCATED WITHIN ANY ACHD ROADWAY OR
RIGHT-OF-WAY.
3. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE
CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT ACHD INSPECTION SERVICES AT 387-6284.
4. COMPLY WITH DISTRICT'S TREE PLANTER POLICY.
5. CONSTRUCT ALL UTILITY CUTS AND STREET REPAIRS PER SD-301, SD-303, AND SD-806. A TRAFFIC CONTROL PLAN
WILL ALSO BE NECESSARY FOR ANY UTILITY CUT. SUBMIT ALL TRAFFIC CONTROL PLANS TO THE DISTRICT'S
CONSTRUCTION SERVICES DIVISION FOR REVIEW AND APPROVAL. IT IS STRONGLY RECOMMENDED THAT THE
NUMBER OF UTILITY CUTS WITHIN A STREET BE REDUCED TO THE FEWEST POSSIBLE.
6. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING
BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR
DETAILS.
7. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE
REQUIREMENTS OF THE ACHD PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY.
8. THE APPLICANT SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE
OR FILLED) ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION.
1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH
THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES
THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM
ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT
DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE .
Certification of Compliance with Design Standards:
Benchmark Notes:
SEE TOPOGRAPHIC SURVEY (SHEET C1.01) FOR BENCHMARK LOCATIONS
TBM #1 : 5/8" REBAR WITH CAP
ELEV=2610.94
TBM #2: 5/8" REBAR WITH CAP
ELEV=2609.59
TBM: CHISELED SQUARE ON THE SOUTHWESTERLY CORNER OF THE SIGNAL
LIGHT CONTROL BOX AT THE SOUTHWEST CORNER OF OVERLAND ROAD
AND LINDER ROAD.
ELEV=2610.62
HORIZONTAL & VERTICAL DATUM:
1. HORIZONTAL DATUM IS NORTH AMERICAN DATUM 1983 (NAD 83)
2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)
TB#1
TB#2
Revisions
1.
Date of Issuance:
Project No.:
Project Milestone:
File Location: g:\2021\121027\cad\121027 cd c100 cover.dwg
Last Plotted By:gary schumacher
Date Plotted: Tuesday, October 26 2021 at 02:20 PM
PERMIT SET
10-25-2021
SOUTHRIDGE SOUTH PHASE 1
Challenger Development
MERIDIAN
IDAHO
121027
General
C1.00
Cover Sheet & General
Notes
Dig Line, Inc.
Call Before You Dig!
811
CITY OF MERIDIAN STANDARD NOTES RESIDENTIAL AND COMMERCIAL
REV. MARCH 2018
GENERAL CONSTRUCTION
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. CONTACTOR 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.
ROADWAY
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.
WATER
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.
SEWER
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. 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).
PRESSURIZED IRRIGATION
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.
CHALLENGER DEVELOPMENT
1977 E. OVERLAND RD.
MERIDIAN, ID 83642
CONTACT: JUSTIN BLACKSTOCK
PH: 208.871.0642
EMAIL: Highmark.development@gmail.com
THE LAND GROUP, INC.
CONTACT: JASON DENSMER, P.E.
462 E. SHORE DR., SUITE 100
EAGLE, ID 83616
PH: 208.939.4041
EMAIL: jason@thelandgroupinc.com
Client / Owner / Developer:
Project Engineer:
ADA COUNTY HIGHWAY DISTRICT
Plans Are Accepted For Public Street
Construction
By stamping and signing the improvement plans, the Registered Engineer ensures the
District that the plans conform to all District policies and standards. Variances or
waivers must be specifically and previously approved by the District in writing.
Acceptance of the improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY: _____________________________ DATE: _____________________
APPROVED FOR
CONSTRUCTION
I D AHO
Sheet Index:
SHEET
NUMBER
SHEET TITLE
GENERAL
C1.00 COVER SHEET & GENERAL NOTES
C1.01 EXISTING CONDITIONS
C1.02 PROJECT OVERVIEW
C1.03 PHASE 1 OVERVIEW
C1.20 STREET LIGHTING
C1.30 MASS GRADING
SWPPP
C1.50 SWPPP PROJECT OVERVIEW
C1.51 PHASE 1 SWPPP PLAN
C1.52 WATERS OF THE US
C1.55 SWPPP DETAILS
DETAILS
C2.01 ROADWAY TYPICAL SECTIONS
C2.10 INTERSECTION DETAILS
C2.11 INTERSECTION DETAILS
C2.12 INTERSECTION DETAILS
C2.13 INTERSECTION DETAILS
C2.50 ACHD DRAINAGE DETAILS
ROADWAY PLAN & PROFILE
C3.01 W TIMBERWOOD DRIVE
C3.02 S BORDER WAY
C3.03 S BORDER WAY
C3.04 S BORDER WAY
C3.05 W EVENING SUN ST
C3.06 W RIO DE PLATA DR
C3.07 S SUMMERSON AVE
C3.08 S SUMMERSON AVE
C3.09 OVERLAND ROAD SIDEWALK DETAILS
C3.10 EMERGANCY ACCESS DETAILS
SANITARY SEWER
C4.01 SEWER LINE B
C4.02 SEWER LINE B
C4.03 SEWER LINE B
C4.04 SEWER LINE B
C4.05 SEWER LINE B1
C4.06 SEWER LINE C
C4.07 SEWER LINE C & D
WATER PLAN
C5.01 POTABLE WATER PLAN
C5.02 POTABLE WATER PLAN
Sheet Index:
SHEET
NUMBER
SHEET TITLE
PRESSURE IRRIGATION
C6.01 PRESSURE IRRIGATION
C6.02 PRESSURE IRRIGATION
C6.10 DETAILS
LANDSCAPE PLAN
L1.00 LANDSCAPE PLAN
FINAL PLAT
-- SHEET 1
-- SHEET 2
-- SHEET 3
-- SHEET 4
-- SHEET 5
-- SHEET 6
INTERSTATE I-84
W. OVERLAND RD
S. TEN MILE RD.
S. LINDER RD.
10/26/2021
12/06/21
FP-2021-0059