HomeMy WebLinkAboutC2.02 Roadway Plan & Profile Sheet Notes: gTHE
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1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C1.00.
i%:'
NORTH SIDE INTERSECTION LAND
- 2. REFER TO SHEET C2.51 FOR TYPICAL ROADWAY SECTIONS AND ASPHALT .
SEE SHEET DETAIL 2/C3.00 FOR ' MIX DESIGN. - GROUP
= 30'ACHD TEMP
' TURNAROUND DETAILS ' 3. REFER TO SHEET C5.01 FOR STRIPING AND STREET SIGN PLANS.
EASEM
ENT 4. STATIONING REPRESENTS ROADWAY CENTERLINE ALIGNMENT, OR AS
' - - - - - - - ' INDICATED ON THE PLANS.
I I 40'FC-FC I
' I _ P - - - - ' 5. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN
Id 6 PI I PI \ d - _ CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO
- - - - ;; I RR I - - - -6"PI�R 'PIRR 6"PIRR NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC
' � - - - -
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I - - -- - - - - -- - - - - - - - - - - - SPECIFICATIONS.
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Pedestrian Surface Construction Notes:ow
14 00 � I I I 1. ALL PEDESTRIAN FACILITIES, SIDEWALKS, PATHWAYS AND RAMPS SHALL
' n/W R/W R/W R/W R/W- R/VII R BE CONSTRUCTED AT 1.75%-2.00% MAXIMUM CROSS SLOPE PER ADA
X STANDARDS. CONTRACTOR SHALL ENSURE THAT THIS REQUIREMENT IS
z ' X 12 W 1211 x
100' 12 W 12" ' 2 W 12"W MET DURING CONSTRUCTION.
a 10 13 _ 0 2. PEDESTRIAN RAMPS LOCATED WITHIN A CURB RETURN,THE GRADE
04
N m W. Grand Mogul Dr. MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE
CO) - - � - m - - - - - - - W PEDESTRIAN RAMP (2%MAX.). r
x 28+00 0 27+00 26 h
W ' 8" S 8"SS 8"SS - 8 SS 8 SS 8 SS W 8 SS Keynotes. NOTE: NOT ALL KEYNOTES #
CO) - u n n h u ■
' ' SHOWN ON THIS SHEET
2553,� tltt�
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1. REMOVE AND SALVAGE EXISTING TYPE II SIDEWALK BARRICADE WITH
KICK PLATE FOR REINSTALLATION
RAAJ
PAL R2. REMOVE AND SALVAGE EXISTING TYPE III BARRICADE FOR
j j 18"SD 1 "SD 18" D r 18"S 18"SD 18"SD REINSTALLATION
0 279-LF OF 18-IN HOPE AT 0.00% 279 LF OF 18-IN HOPE AT 0.00% 3. CONSTRUCT INLET CATCH BASIN TYPE I FOR 6"VERTICAL CURB AND ■
GUTTER PER CURRENT ACHD SUPPLEMENT DRAWING NO. SD-601. y
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
z_
' X 611PIRR o 6"PIRR 12 6"PIRR 6"PIRR 6"PIRR ' R 4. INSTALL ASTM D 3034 SDR 35 PVC STORM DRAIN PIPE; SIZE, LENGTH, ■
' - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - - --,- - - - AND SLOPE PER PLAN.
` 1' 8 `-U 8 ' 5. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C2.50.
12
C3 00 6. SAW-CUT 2'MINIMUM FROM EXISTING EDGE OF PAVEMENT OR AS
NEEDED. SEE ACHD ROADWAY NOTE 1/C1.00 CONCERNING
REQUIREMENTS FOR ALL STREET CUTS AND REPAIRS.ADDITIONAL
STREET CUTTING MAY BE REQUIRED BEYOND WHAT IS SHOWN ON THESE
PLANS. COORDINATE WITH THE ACHD INSPECTOR.
7. INSTALL CITY OF MERIDIAN STREETLIGHT. SEE SHEET C4.50 FOR
STREETLIGHT PLAN. cc
cc ■
8. PROPOSED ACHD DRAINAGE EASEMENT
0 20' 40' 9. RE-INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC
Roadway Plan & Profile SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH
6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. cc
Horizontal Scale: 1" = 20'
10. RE-INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES ANN
SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE O
REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN
THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".
2560 GRAND MOGUL: Sta. 26+00 - 29+00 2560 11. CONSTRUCT SEEPAGE BED NO 1 15'W x 115'L x 3.4' D SEE SHEET C2.50
„ _ FUTURE PHASE 1 FOR DETAIL.
HORIZONTAL SCALE. 1 20 =
VERTICAL SCALE: 1 rr PHASE 2- 2r 12. CONSTRUCT SEEPAGE BED NO 215'W x 289'L x 2.5' D SEE SHEET C2.50
FOR DETAIL.
2558 2558 cc CD13. CONSTRUCT 4'CONCRETE VALLEY GUTTER PER CURRENT ACHD =
SUPPLEMENT SD-708. 0
C z
14. CONSTRUCT 4-FT WIDE ASPHALT PATHWAY TO CURB. O Q
■ p
2556 2556 w
END PHASE 1
STA: 28+00 FINISH GRADE AT CENTERLINE
EL: 2554.54
Revisions
2554 0.45% 2554 1
EXISTING GROUND AT CENTERLINE
_/-
------------- 2 2552 552
12
2550 I 2550
279-LF OF 18-IN PERFORATED AT 0.00%
- -
2548 2548
AL
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10961
2546 2546 sT �0
J 9TE OF
9s0N DEN
EXISTING GROUND ELEVATION FINISH GROUND ELEVATION 07/23/2025
AT CENTERLINE I
FAT CENTERLINE Project No.: 124186
2544 2544 Date of Issuance: 07-23-2025
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29+00 28+00 27+00 26+00 Roadway Plan & Profile
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