HomeMy WebLinkAboutC2.12_Details Intersection Details Sheet Notes: _
A. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. j WE THE
';10 0
B. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL LAN D
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. - GROUP
C. 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
D. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS.
Keynotes:
1. HEAVY DUTY SIDEWALK 6"THICK.
2. CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUPP SD-712H WITH TRUNCATED DOMES PER
ACHD SUPP SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET
\ INTO THE CONCRETE.ADHESIVE MATS ARE NOT ALLOWED.
\ 3. CONSTRUCT CONCRETE MOWSTRIP CURB PER DETAIL 3/C2.01. EACH SIDE OF GRASSPAVE.
Curb Legend:
\ STANDARD 6"VERTICAL CURB AND
GUTTER PER ACHD SUPP SD-701
141, STANDARD 3"ROLLED CURB AND
3
1 GUTTER PER ACHD SUPP SD-702
\R��4 W
2 GRASS PAVE SEE DETAIL 2 y
\ O STA: 35+71.03 THIS SHEET
FG: 2665.12 f OFF- 19.67'R a
FG: 2665.16
0 o
3
STA: 35+76.81, OFF: 16.50'R ° ° �\ 1 j1 � a
3 TBC: 2665.05 4 03% �� 0',
6 00 FL: 2664.82
FL: 2664.87
STA: 35+65.26, OFF: 16.50'R STA: 35+39.63, OFF: 16.50'R = O
\ TBC: 2665.20 , TBC: 2665.53
0
CZ 437% mm
STA: 35+51.88, OFF: 16.50'R
-1 TBC: 2665.37 �� FG: 2666.00 S' STA:34+99.43 O
oFF: 19.64'R SPECIFICATIONS W Q
7 PI STA: 20+00.27 � °r o FG: 2666.07 Qh UNIT SIZE- (20"x 20"x 1")
FL: 2664.82 ° 39/
w Mon
STA: 34+94.35, OFF: 16.50'R
\ o\ °y02i FL: 2664.86 o STA: 35+04.26, OFF: 16.50'R 126 o co TBC: 2665.90 - AVAILABLE IN 9 STANDARD ROLLED SIZES Q
STA: 35+76.53, OFF: 16.50'L 9 ° STA: 35+66.36, OFF: 16.71'L � TBC: 2665.91
�TBC:
C: 2665.05 d 0 j8 ° \� TBC: 2665.12 N FL: 2665.75 R/[ti UNIT WEIGHT-510POUNDS)GRAMS (18 OZ.) OR 2.0 KG (4.5
FL: 2665.81
--.,FG: 2665.01 0. sAN \ �; STRENGTH-402 KG/CM2 (5720 PSI)
COLOR- BLACK(STANDARD) O
S' FG: 2665.05 0 RESIN HDPE (WITH SOME POST-CONSUMER Q
2 STA: 35+71.46 ��� RECYCLED CONTENT) 0
OFF: 19.67'L / PLAN = c z
STA: 35+51, OFF: 25.52'L 35�0 GRASSPAVE2 SQUARES 0
TBC: 2665.05 \ oC
FG: 2665.21 CALU
CJ
6S W\ ADJACENT GRASSPAVE2 SQUARES 0 0/ 'i FL: 2664.76
2 STA: 35+54.09 0 2_ %S De pt I I
at Dr I Revisions
OFF: 31.99'L h0000° o
STA:35+07.27 .FL: 266569 a
o , OFF: 23.81'L FL: 2665.78 1. AGENCY COMMENTS 07-28-25
FG: 2665.14 464 / TBC: 2665.37 1.87%
STA: 35+45.71, OFF: 39.59'L 0 FL: 2664.74 o`fl _ oho -- \ SEE ENLARGEMENT BELOW
TBC: 2664.98 � o0 oao° ono STA: 34+84, OFF: 16.50'L
%° o TBC: 2666.24
FL: 2665.10 2665.98 �,- HYDROGROW MIX BELOW RING SUPPLIED FREE
� FG: �
DD �-� BY MANUFACTURER
O S' STA: 34+92.60, OFF: 16.62'L /
� ��r's. FG: 2665.59 FG: 2666.07 TBC: 2666.00 + / RINGS FILLED WITH CONCRETE SAND (CLEAN,
FL: 2665.00 °°
STA:35+14.05, OFF: 39.52'L I ,�\� STA: 34+98.49 2 II SHARP SAND)
°moo O ` TBC: 2665.04 °°° " OFF: 22.14'L ° °° ° ° ° COMPACTED SANDY GRAVEL ROAD
O O ° O O O O O O O O O O O O'
58 o STA: 35+05.85 4���4�4��� ���4�4��Ic�445°f;e(
20 2 o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o° co°oo BASE 95% MODIFIED PROCTOR
OFF: 32.39'L R _ 4�4�4��4�4p�C�4�4�4��4�CW4)� �_ -4op
o0o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o DENSITY, MIN. 12"
FG: 2665.52 °°gg ot-t-t°�g�o°�g�g- 02.2g 2'.2-tg_2%02�g °
S0 -I I-III-III-I -I I I-III-III-III-III-I I-I I I-III-I
o � � � Rrw III-III-III-III-III-I I I���I I I_III-III-III-III-III-I_,,
-1 1-III-I I, 1 1 1-1 1 1-I I COMPACTED SUBGRADE
,III=1 11=
Q Rom, -i SECTION
\ TOP OF GRASS ROOT MASS 6 MM �014AL EN
(%")ABOVE TOP OF RING. �� �r,\ST
\��hAIA ALVA�1 o GRASSPAVE2 ATTACH WITH SNAP-FIT
FASTENERS
10961
00 00 00 W W 00 00° o Ooo Ooo 000 ROOT MASS TO FILL GRASSPAVE2 S'J� ��O
PE Vp
y ` ENLARGEMENT J4soND��
� COMPACTED SANDY GRAVEL
BASE COURSE 0712512025
Project No.: 121172
Date of Issuance: 07-28-2025
\ W Rio De Plata Drive & S. Setting Sun Ave Grasspave - Access Detail & Section Project Milestone: PERMIT SUBMITTAL
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1 Scale: 1" = 10' Scale: NTS Details
Intersection Details
C2m1 2