CC - Engineering DrawingsBLAKESLEE COMMONS, NO. 1
MERIDIAN, IDAHO
FF 100.10
ANNOTATION LEGEND
GRADING LEGEND
GENERAL LEGEND
STORM DRAIN LEGEND:
WATER LEGEND:
SANITARY SEWER LEGEND:
ABBREVIATIONS
IMPROVEMENT PLANS
FOR
APPLICABLE CODES
STANDARDS
SURVEY AND MAPPING
BASIS OF BEARINGS
VICINITY MAP
BENCHMARK
GEOTECHNICAL ENGINEER'S STATEMENT
SITE LIMITS MAP
SHEET INDEX
COMMON LOT AREAS
30
29
28
27
26
25 BL
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PROJECT
SITE
C1.0
COVER SHEET
00 100'200'
100'SCALE: 1" =
PHASE 1
PHASE 2
COMMON LOT AREAS
STORMWATER POLLUTION PREVENTION
GENERAL NOTES
GRADING NOTES
UTILITY NOTES
EROSION & SEDIMENT CONTROL NOTES
STORM DRAIN NOTES
WATER NOTES
SANITARY SEWER NOTES
STORM DRAIN MATERIALS
WATER MATERIALS
SANITARY SEWER MATERIALS
CLEARING NOTES
DUST CONTROL NOTES
GENERAL CONSTRUCTION
ROADWAY
WATER
SEWER
PRESSURIZED IRRIGATION
DRAINAGE
STREET LIGHTING
CITY OF MERIDIAN STANDARD NOTES
WALSH ENGINEERING STANDARD NOTES
C2.0
NOTES
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2
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2
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1
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1
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'
1
(230.93'1
(232.31'
6
:318.82'
1
:
3
3
5
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:302.36'
6
(
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5
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:317.53'
6
(
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'
1
(424.24'
6
:
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2
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0
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DEMOLITION KEY NOTES:
DEMOLITION LEGEND
GENERAL LEGEND
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C3.0
TOPOGRAPHIC
SURVEY AND
DEMOLITION
PLAN
2
6
2
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1
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'
1
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7
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3
'
1
(230.93'1
(232.31'
6
:318.82'
1
:
3
3
5
.
0
2
'
6
:302.36'
6
(
3
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1
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(
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0
8
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5
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6
:317.53'
6
(
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9
4
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1
(424.24'
6
:
7
2
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4
0
'
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STORAGE BASIN 2
FG 2610.7
417 SF
3848 CF
PAD 16.6 PAD 16.9 PAD 17.1
PAD 17.1
PAD 16.8
PAD 16.4
PAD 15.9
PAD 16.1PAD 16.4PAD 16.4
PAD 15.6
PAD 15.6
PAD 15.6
PAD 15.6
PAD 16.3
PAD 17.1
PAD 15.9
PAD 15.9
PAD 16.4PAD 16.4PAD 16.7
PAD 16.5PAD 16.5
PAD 16.7PAD 16.7
PAD 16.7
PAD 16.7PAD 16.7
PAD 17.0PAD 17.0
GRADING LEGEND
STORM DRAIN LEGEND
GENERAL LEGEND
GRADING AND DRAINAGE KEY NOTES:
GENERAL NOTES:
00 40'80'
40'SCALE: 1" =
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C4.0
SITE GRADING
AND DRAINAGE
PLAN
2
6
2
5
1
8
7
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3
'
1
8
7
.
3
3
'
1
(230.93'1
(232.31'
6
:318.82'
1
:
3
3
5
.
0
2
'
6
:302.36'
6
(
3
6
1
.
0
6
'
6
(
6
0
8
.
6
5
'
6
:317.53'
6
(
1
5
9
.
9
4
'
1
(424.24'
6
:
7
2
.
4
0
'
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STORAGE BASIN 2
FG 2610.7
417 SF
3848 CF
GENERAL LEGEND
IRRIGATION KEY NOTES:
SANITARY SEWER KEY NOTES:
STORM DRAIN KEY NOTES:
WATER KEY NOTES:
GENERAL UTILITY NOTES:
WATER LEGEND:
SANITARY SEWER LEGEND:
DRY UTILITY LEGEND:
00 40'80'
40'SCALE: 1" =
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C5.0
SITE UTILITY
PLAN
00 20'40'
20'SCALE: 1" =
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HORIZONTAL SCALE:1"=20'
VERTICAL SCALE:1"=2'
00 20'40'
20'SCALE: 1" =
STREET A PROFILE STREET E PROFILE
HORIZONTAL SCALE:1"=20'
VERTICAL SCALE:1"=2'
C6.0
PLAN AND PROFILE -
NORTH BULLOCK
AVENUE & EAST
SHARPTAIL STREET
31
7
.
5
3
'
00 20'40'
20'SCALE: 1" =
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HORIZONTAL SCALE:1"=20'
VERTICAL SCALE:1"=2'
STREET B PROFILE
C7.0
PLAN AND PROFILE -
EAST RINGNECK
STREET
00 20'40'
20'SCALE: 1" =
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HORIZONTAL SCALE:1"=20'
VERTICAL SCALE:1"=2'
STREET C PROFILE
C8.0
PLAN AND PROFILE -
NORTH PANKRATZ
AVENUE
00 20'40'
20'SCALE: 1" =
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HORIZONTAL SCALE:1"=20'
VERTICAL SCALE:1"=2'
STREET D PROFILE
C9.0
PLAN AND PROFILE -
NORTH GAVIOLA
AVENUE
23
2
.
3
1
'
00 20'40'
20'SCALE: 1" =
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HORIZONTAL SCALE:1"=20'
VERTICAL SCALE:1"=2'
STREET F PROFILE
C10.0
PLAN AND PROFILE -
EAST PICARD DRIVE
& EAST PICARD
COURT
6
(
3
6
1
.
0
6
'
00 20'40'
20'SCALE: 1" =
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HORIZONTAL SCALE:1"=20'
VERTICAL SCALE:1"=2'
STREET G PROFILE
C11.0
PLAN AND PROFILE -
NORTH BULLOCK
PLACE
STREETS B, E & F: TYPICAL SECTION1 STREETS C & G: TYPICAL SECTION2 STREET D: TYPICAL SECTION3
20' TYPICAL SHARED PRIVATE DRIVEWAY SECTION5 14' TRAIL DETAIL6STREETS A: TYPICAL SECTION4
5' SIDEWALK PER
ACHD SD-709
5' S/W PER
ACHD SD-709
"NO PARKING"
SIGN, TYP.
5' S/W PER ACHD
SD-709
"NO PARKING"
SIGN, TYP.
RIBBON CURB
VALLEY GUTTER PER
ACHD STD-708
6' WROUGHT
IRON FENCE
5' S/W PER ACHD
SD-709
"NO PARKING"
SIGN, TYP.
+
0
F
S
LIP -0.2
9
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C
-
0
.
0
8
FL
-
0
.
3
5
LIP -0.29
TC -
0
.
0
8
FL -0
.
3
5
F
S
+
.
0
1
FS
+
.
0
1
+0 F
S
LIP -0.2
5
T
C
-
0
.
0
4
FL
-
0
.
3
1
F
S
+
.
0
5
LIP -0.25
TC -
0
.
0
4
FL -0
.
3
1
FS
+
.
0
5
LIP -0.2
0
T
C
+
0
.
0
1
FL
-
0
.
2
6
+0 F
S
FS
+
0
.
1
0
LIP -0.20
TC +
0
.
0
1
FL -0
.
2
6
+0 F
S
LIP -0.2
5
T
C
-
0
.
0
4
FL
-
0
.
3
1
F
S
+
.
0
5
LIP -0.25
TC -
0
.
0
4
FL -0
.
3
1
FS
+
.
0
5
ROLLED CURB AND GUTTER
PER ACHD SD-702
ROLLED CURB AND GUTTER
PER ACHD SD 702ROLLED CURB AND GUTTER PER
ACHD SD-702
ROLLED CURB AND GUTTER
PER ACHD SD-702
PAVEMENT SECTION FOR LOCAL
STREET PER DETAIL 7 HEREON
FLEXIBLE A/C PAVEMENT SECTION DETAIL7
ASPHALT CONCRETE
PAVEMENT SECTION FOR LOCAL
STREET PER DETAIL 7 HEREON
DRAINAGE SWALE FOR
CONVEYANCE TO STREET OR
ALLEY
EXISTING 24" MILK LATERAL
MATCH EXISTING GRADE
ADJUST IRRIGATION BOX TO
GRADE W/ 6"-12" RISER RINGS,
GROUT TO SEAL
4' MASONRY RETAINING WALL
PER MANUFACTURER
SPECIFICATIONS
6' VINYL FENCE
EXISTING GRADE
3
4" GRAVEL ON LANDSCAPE
5" CONCRETE ON 4"
AGGREGATE BASE PER ACHD
SD-709
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C12.0
SECTIONS AND
DETAILS
FF 1.10 FF 1.15
TYPICAL LOT GRADING: SHARED DRIVEWAY1
ROUGH GRADED SECTION
FINISH GRADED SECTION
TYPICAL SIDE YARD GRADED SECTION TYPICAL SIDE YARD GRADED SECTION
TYPICAL LOT GRADING: FRONT LOADED2
ROUGH GRADED SECTION
FINISH GRADED SECTION
TYPICAL SIDE YARD GRADED SECTION TYPICAL SIDE YARD GRADED SECTION
12"x12" INFILTRATION CATCH BASIN3 4" AREA DRAIN4 SWALE5
WARNING GROOVE DETAIL
PLAN
TRUNCATED DOME
DETAIL
DETAIL A
DETECTABLE WARNINGS6
ROCK SLOPE PROTECTION SPILLWAY7
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C13.0
SECTIONS AND
DETAILS
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C14.0
SECTIONS AND
DETAILS
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C15.0
SECTIONS AND
DETAILS
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1
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C16.0
SECTIONS AND
DETAILS