HomeMy WebLinkAboutC5.03_Private Area Grading Grading Details 46.75 �� ��
FG:45.03 Sheet Notes:
°
1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
46.75 2�0 \+ _,643, +/ 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 O
FUTURE oho
CLUBHOUSE& p• -
--2544-- ALLOWED ABOVE THE MAXIMUM SLOPES.
p +
POOL DECK BY \+ � -_____ 2. SPOT ELEVATIONS INDICATE TOP OF CONCRETE UNLESS INDICATED OTHERWISE BY THE a
OTHERS �+ a'
FOLLOWING ABBREVIATIONS:
BS-BOTTOM OF SWALE
BW-TOP OF BOARDWALK
FF: 2546.75 46.17 46.11 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x-x 45.56 FG-FINISH GRADE 7
GB-GRADE BREAK I
Lq 46.10 _ HP-HIGH POINT
45.49 LIP-LIP OF CURB
r T
------ LP- LOW POINT
LIP:45.68 0.5% FG. 45.39
MX- MATCH EXISTING
RIM/LP: 45.07 m TA-TOP OF ASPHALT
m TBC-TOP BACK OF CURB
TB-TOP OF BASIN
oho �o 0 TC-TOP OF CONCRETE
46.32 L TR-TOP OF ROCK WALL
m
`�46.25 LIP:46.02
LIP:45.83 TA: 46.07 LIP: 45.78 LIP:45.75 _ 3. ADD 2,500'TO ALL SPOT ELEVATIONS TO GET ACTUAL ELEVATION.
---- --- LIP:46.07 LIP:45.36
oho g LIP:45.79 LIP:45.37
,� NaBJ 4. FOR ADDITIONAL STREET GRADES AND STATIONS WITHIN ACHD JURISDICTION, SEE
�6o TBC:46.52 �H/�yb TBC:46.29 ROADWAY PLAN &PROFILE.
- dd ��
off° LIP:46.14 �H LIP:45.80 _ - 5. FOR ADDITIONAL INFORMATION ON STORM DRAINAGE DESIGN, SEE DRAINAGE&
LIP:46.13 UTILITY PLAN.
46.47 oho FG:45.70 m
LIP:46.01 0 0 0�0 46.01 45.87
r ry Keynotes:
46.53 LIP: T T 45.97
6 LIP: 45.65
LIP: 46.16 LIP:46.40 46.04 LIP:45.55 1. TURNOUT GATE PER DETAIL 3/C5.03. SEE GRAVITY IRRIGATION PLAN &PROFILE FOR
LIP:46.40 LIP: 46.40 0.0% 0.7% LIP:46.28 MORE INFORMATION.
LIP:46.19 , LIP: 45.86 '� m
46.62 OAS 46.05 46.10 45.97�O M o� o
T TBC:46.95 46.45 TBC: TBC/GB: TBC:46.82 TBC:46.74 TBC:46.38 o ova Site Curb & Gutter Legend:
46.84 �/ 46.45 0 \J� p� 2546
46.41 2 0 / TBC:46.31 LIP:45.77 090 NOTE: SEE ROADWAY PLAN&PROFILE SHEETS FOR INFORMATION ON CURB AND GUTTER
46.84 T WITHIN THE PUBLIC RIGHT OF WAY.
c LIP:46.2946.8 " LIP:45.69 \ "_
46.77 0000 LIP: 46.23
46.98 47.02 TC/HP:47.02 46.90 46.12 46.19 46.13
46.43 / m 6-IN SITE CATCH CURB AND GUTTER PER DETAIL 15/1-1.50
- 6
R
5 -
2
6 IN SITE REVERSE REVERSE PAN CURB AND GUTTER PER
J
a M/ M/a M/a M/a M/a M/a _M/a DETAIL 16 L1.50.
M/a M/a M/a M/a nn Asa /
a
m Nv M/a -r M/a M/a M/a M/a M/a M/a M/a Nva M/a
2546
------------
2546
N. BARTOK AVE.
Private Area Grading - Amenity Parking Lot
1 Scale: 1" = 10'
6'
TRANSITION BERM
24" � 2:1 MAX
WETLAND ZONE, SEE SLOPE
LANDSCAPE PLANS `V loil12 -
I UPPER POND SURFACE: 2543.0'
cli / // / 6"DEPTH COBBLE MIX BEDDING;
/// /��� � _ SEE LANDSCAPE PLANS.
� O = 3:1 MAX
/
X'\� SLOPE M
N 2
C SAFETY BENCH
/��/ �, //��/ ��► C> � J O17, 2:1 MAX SLOPE TO Q
BOTTOM OF PONDcc
V� 60 MIL. POND LINER WITH ',
GEO-FABRIC ABOVE AND .�,�
BELOW LINER C)
NATIVE SOIL, SCREENED TO \�X���
1 OR SMALLER, LOADER �►
WHEEL COMPACTED 121,DEPTH, COMPACTED
NATIVE SOIL, SCREENED cc
TO 1"OR SMALLER NATIVE SOILS,
UNDISTURBED
O �
NOTES:
1. THIS DETAIL APPLIES TO ALL SIDES OF POND UNLESS NOTED OTHERWISE. ■ O
2. POND LINER PIPE PENETRATIONS AND SEAM TREATMENTS PER MANUFACTURER'S RECOMMENDATIONS.
3. SOIL SELECTION AND POND LINER MATERIALS SHALL BE PRE-APPROVED BY PROJECT ENGINEER.
4. COORDINATE WITH LANDSCAPE DRAWINGS FOR POND EDGE TREATMENT ■
Pond Edge Detail
ZScale: 1" = 2'
CA
STNDARD TURNOUT GATE FOR 6-IN 11' c0
HDPE PIPE, INSTALLED PER STNDARD TURNOUT GATE FOR 6-IN PIPE PENETRATION AND VERTICAL L M
PIPE PENETRATION AND VERTICAL MANUFACTURERS INSTRUCTIONS. HDPE PIPE, INSTALLED PER MECHANICAL CONNECTION PER cc 00
MECHANICAL CONNECTION PER MANUFACTURER'S INSTRUCTIONS. POND LINER MANUFACTURER'S c-) C)
POND LINER MANUFACTURER'S COMPACTED NATIVE RECOMMENDATION
RECOMMENDATION SOIL, SCREENED TO 1"
OR SMALLER 6-IN CMP PIPE; ti "
IE: 2542.0
' c1r)
Revisions 10
1.
± 181,
o
6-IN HDPE PIPE;
IE: 21542.0'
\\
60 MIL. POND LINER
NATIVE SOIL, SCREENED TO PER 2/C5.03
NATIVE SOILS, 1"OR SMALLER, LOADER COMPACTED NATIVE
SOIL SCREENED TO 1"
UNDISTURBED WHEEL COMPACTED , OR SMALLER NATIVE SOILS,
UNDISTURBED
Front View Side View
$ZONAL E
NOTES:
1. SEE POND EDGE DETAIL (2/C5.03) FOR MORE INFORMATION ON POND CONSTRUCTION. 568
2. PO LINER PIPE PENETRATIONS AND SEAM TREATMENTS PER MANUFACTURER'S RECOMMENDATIONS.
04/15/2025
Turnout Gate 9 rEOF3
�OP�o
Scale: 1" = 2'
�ESW.G
Project No.: 123200
Date of Issuance: 4.15.2025
Project Milestone: Permit Set
a Private Area Grading
Grading Details
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