HomeMy WebLinkAboutC5.02 Private Area Grading w Sheet Notes: .,�
I B2 L27 iA '%..- T H E
1 O64-SF 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS LAND
FG/MX:44.40 ± SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES .
ALLOWED ABOVE THE MAXIMUM SLOPES.
- - GROUP
o cs 2. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE UNLESS INDICATED OTHERWISE BY
00 w `, THE FOLLOWING ABBREVIATIONS:
`t BS-BOTTOM OF SWALE
ACHD FG-FINISH GRADE
ROUNDABOUT PHASE 1 42.88 41.36 GB-GRADE BREAK
HP-HIGH POINT
PROJECT I LP- LOW POINT
MX- MATCH EXISTING
TG-TOP OF GRAVEL ROAD
CD TC/MX: 43.21 ± TC: 42.46 TC:41.46 TBC-TOP BACK OF CURB
TC:41.25 TC-TOP OF CONCRETE
_ IT7
o 4.211. W. LESINA CT. 3. ADD 2,500'TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION.
o =
TC/MX:43.20 ± 4. FOR ADDITIONAL STREET GRADES AND STATIONS WITHIN ACHD JURISDICTION, SEE
TC:42.47 TC: 41.49 � TC:41.25 ROADWAY PLAN &PROFILE.
I I I I I I
w 42.88 Keynotes:
41.35
1. INSTALL PRIVATE INFILTRATION SWALE PER DETAIL 2/C5.02.
I I I I
Material Legend:
FG/MX:44.47
w w B2 L29
$,335-SF INSTALL CONCRETE SIDEWALK PER ISPWC SD-709. WIDTH PER PLANS.
Private Area Grading - NMID Easement west INSTALL GRAVEL ACCESS ROAD PER ISPWC SD-304. WIDTH PER PLANS.
1 1" = 20'
N
W
y
a
BASIN SLOPES 3:1 MAX(TYP) CJ
FINISH GRADE C
\zo j / / % BASIN INFILTRATION O
MEDIA. 12 DEPTH OF
ASTM C-33 FILTER SAND
PER ISPWC SECTION 801. O
0 0 0 \ �� �
\� \\/ EXCAVATE 12 (MIN) INTOCA
NATIVE SOIL. BACKFILL
� \ � WITH 6"-MINUS PITRUN
PER ISPWC SECTION 801.
NATIVE FREE DRAINING
O
MATERIAL Q
CA O
NOTES:
1. THE USE OF SILTY LOAM IS PROHIBITED FROM USE AS BASIN BOTTOM MATERIAL.
2. DO NOT COMPACT BASIN AREA WITH HEAVY EQUIPMENT. N
Private Infiltration Swale Q `� 0o
Z C-)
Scale: NTS
a � 20
a� LO -2
2
m � C �
Revisions Q
1. AGENCY COMMENTS- 10/24/25
AL
568
J�j,10/24/2025
�O
qTE OF �pP
9�ESW.G
Project No.: 123200
Date of Issuance: 09.02.2025
Project Milestone: PERMIT
Private Area Grading
C5mO2