HomeMy WebLinkAboutC2.02 Roadway Plan & Profile 1 coo r` �o 1
Sheet Notes:
Lnoo tioo i �
a,�; r; �,�, 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C1.00. A 0
NORTH SIDE INTERSECTION M �N N N I LAND
SM ,-6 M ,L�, 2. REFER TO SHEET C2.51 FOR TYPICAL ROADWAY SECTIONS AND ASPHALT .
SEE SHEET DETAIL 2/C2.51 FOR DETAILS co �~ �~ 1 MIX DESIGN. dmfti - GROUP
3. REFER TO SHEET C5.01 &C5.02 FOR STRIPING AND STREET SIGN PLANS.
CB 11 4. STATIONING REPRESENTS ROADWAY CENTERLINE ALIGNMENT, OR AS
INLET PER ACHD SUP SD-601 2552
o Cc m 1 o cc N o =� o cC r` 00 =� I I 00 =m o cC o cC r` INDICATED ON THE PLANS.
0 o co Ln o rn o o r STA:33+50, 19.33'R L{� p c? o v I o 0 00 0 0 0 Un o N
+ OM + OM + Off_ + O� � CD`I- � CD",I- + LO + OLo
RIM: 2553.89± M U-) co Ln co L<,> Cq
co ON N M ON N M ON N M ON N + o N 40 FC-FC�� 2S + o N M ON N M ON N 5. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN
SUMP: 2550.01 _ co Sq N � .. Q .. Q ..
'' ¢ LL '' CO " '' "� ,�c0 LL c0 ,�c0 CURRENT OF FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO
U_c0 ,�c0 U_c�- ,�c U_c E P
cn o o cn o IE OUT: 2551.01, 12-IN PVC (S) U, o o I I 2SSS o cn o o NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC
6"PIR I 6"PIRR " Q100 = 0.65 cfs 611PI "' 6"PIRR "' 6"PIRR "
- - - - - Q25 = 0.465 cfs - - - - - - - - - - SPECIFICATIONS.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -
r - - -- - - - -� -2552 _ ,
2554 i i 5 7 - - I- --I- - - -- 1- -- --
- - -- -- _ ;; o - .2552 - - Pedestrian Surface Construction Notes:
- 1- - -
-- 2552 1. ALL PEDESTRIAN FACILITIES, SIDEWALKS, PATHWAYS AND RAMPS SHALL
Cn
? I cc cc BE CONSTRUCTED AT 1.75%-2.00% MAXIMUM CROSS SLOPE PER ADA
V R/W lit /W R/W R/W R,c, - - - - - - - - - - - - - - R/ - - - - - - R/W9-/ R/W /W R/W STANDARDS. CONTRACTOR SHALL ENSURE THAT THIS REQUIREMENT IS
x MET DURING CONSTRUCTION.
N 12"W 12"W 12"W "W-c 12"W 12"W 12"W 12"W - 12"W 1 "W -
0 3 0 100' 13 4L.0
2555 2. PEDESTRIAN RAMPS LOCATED WITHIN A CURB RETURN,THE GRADE
1 ,2554,- a MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE
W --- 4 CB 12 ,A' 2555v PEDESTRIAN RAMP 2%MAX.).
LU a INLET PER ACHD SUP SD 601 W.■ Grand Mogul Dr. m ( )
- h - - =_� - - Z - - i - - - - - m
35+00 W `'3400 N STA: 33+50, 19.33 L 32+00 Keynotes: NOTE: NOT ALL KEYNOTES # U)
�., 1 - SAN 8"SS RIM: 2553.89± 8"SS 8"SS 8"SS �" SS "SS SHOWN ON THIS SHEET
o SUMP: 2549.86
4 3 J IE IN: 2550.86, 12-IN PVC (N) Q100 = 0.65 cfs 1. REMOVE AND SALVAGE EXISTING TYPE II SIDEWALK BARRICADE WITH
9-LF OF 12-IN PVC AT 0.40% °' IE OUT: 2550.86, 12-IN PVC (S) Q25 = 0.465 cfs KICK PLATE FOR REINSTALLATION.
V R/W R/W R/W R W �W - _ R W R/W R/W /W R/W 2. REMOVE AND SALVAGE EXISTING TYPE III BARRICADE FOR
164' O0 REINSTALLATION.
95-LF OF 18-IN PERF HDPE AT 0.00% 2555 O
18"SD 18"SD I 18"SD I18"SD I I r I o I I 3. CONSTRUCT INLET CATCH BASIN TYPE I FOR 6"VERTICAL CURB AND ■
2554 I ii `� M 5 I T ii GUTTER PER CURRENT ACHD SUPPLEMENT DRAWING NO. SD-601. y
-T 2554 - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -I 100' o z 2555 4. INSTALL ASTM D 3034 SDR 35 PVC STORM DRAIN PIPE; SIZE, LENGTH,
- - 2553 12 o T 11 AND SLOPE PER PLAN.
2553 N ti rn - Nti
oo� - - "PIRR o JO 6"PIRR o JM " IBB- - - - - - - o U) OR o Joo - - - fiPIRR o �0 46"Pj-
+ _J 6PIRR ■�
- - -+ oC - - -- - - - O �rn -O NN ,, ,,r �r, �,� - o o o� 2554 0 0�ri "' o�
___ + L17 + (D Lo _- + O L�f� + O Lf,
O co
1 -
coM N 2553 M N M a'N - -- - "' o N o N o o 5. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C2.50.
CO -- CO Ly N CO Ly N co Ly N M Ly N
c; ¢ c; - - - - -- ¢ m - -- ¢ LL_c� 12-LF OF 18-IN HDPE AT 0.00% ¢ c� 8 ¢ ¢ -D ¢ c�
U) C) 1 U) O F o cn o U) o F N o N o 6. SAW-CUT 2'MINIMUM FROM EXISTING EDGE OF PAVEMENT OR AS
NEEDED. SEE ACHD ROADWAY NOTE 1/C1.00 CONCERNING
SG 05 REQUIREMENTS FOR ALL STREET CUTS AND REPAIRS.ADDITIONAL
1 Q100 = 1.30 cfs 1 STREET CUTTING MAY BE REQUIRED BEYOND WHAT IS SHOWN ON THESE CA
Q25 = 0.93 cfs
__ PLANS. COORDINATE WITH THE ACHD INSPECTOR.
7. INSTALL CITY OF MERIDIAN STREETLIGHT. SEE SHEET C4.50 FOR
_ -
-2553- - STREETLIGHT PLAN.
� ■
8. PROPOSED ACHD DRAINAGE EASEMENT.
9. RE-INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC
Roadway Plan & Profile 2°' 4°' _
SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH Cc
6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
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
2562 2562 REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN
GRANDMOGUL P2: Sta. 31 ♦G0 - 34+60 THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".
HORIZONTAL SCALE: 1" = 20' 11. CONSTRUCT SEEPAGE BED NO 3. 15'W x 100' L x 3.4'D. SEE SHEET C2.50
VERTICAL SCALE: 1" = 2' FOR DETAIL.
2560 2560 12. CONSTRUCT SEEPAGE BED NO 4. 13 W x 164' L x 3.2'D. SEE SHEET C2.50
FOR DETAIL.
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13. CONSTRUCT 4-FT CONCRETE VALLEY GUTTER PER CURRENT ACHD16m =
SUPPLEMENT SD-708. CZ
0
2558 2558 14. CONSTRUCT ENHANCED PEDESTRIAN CROSSING WITH CONCRETE PAVING z
Q
PER ACHD SUPPLEMENT SD-714. USE 8-IN OF CONCRETE PAVING ON 6-IN ■ p
OF 3/4"CRUSHED AGGREGATE BASE (MIN). pC
w
2556 2556 Revisions
1.
2554 2554
11
12-LF OF 18-IN HDPE AT 0.00% TOP OF ROCK
EL: 2552.00
12 -T9137MUR
- - - - - - - - - ----
2552 EL:2551.12
95-LF OF 18-IN PERF HDPE AT 0.00% 2552
2550 I - 2550
SG 05 �SZpNAL Ly,N
1000-GAL. S&G TRAP T G'l�
2548 STA: RIM:
554.550 °1°±
BOTTOM OF ROCK 2548 10961
SUMP: 2546.31 5 MIN
EL: 2548.63
BOTTOM OF ROCK IE IN: 2550.83, 12-IN PVC (N) p
EL: 2547.92 IE OUT: 2549.98, 18-IN HDPE (E) Jqf OF
EXISTING GROUND ELEVATION FINISH GRADE ELEVATION LADEN
AT CENTERLINE AT CENTERLINE
2546 2546 11/24/2025
N coM O m a2 ti co LO M N O O 00 T
c000 rn o CD N coLO cc r` ao rn M m �? o M Project No.: 124186
N cyi N cyi N N N N N N N N N N N N CV L6 N
Lr, LO Ln Lr, Lf', Lr, Lf', Lr, Lf', Lr, Lf', Lf, Lf', Lf, LC, LO LC, LO LC, LO LC, LO Lo Lf, LC, Lf, Lf, L, Lf,
LO Lf, LO Lo U') Lf, U') Lf, U') Lf, U') Lf, Lf) Lf, LO
Lf") Lf, Lf") Lf, Lf") Lf, Lf") Lf, Lf") Lf, Lf") Lf, Lf") Lf, Lf") LS', Lf") LS', Date of Issuance: 11-24-2025
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
Project Milestone: PERMIT SUBMITTAL
34+60 34+00 33+00 32+00 31+60
Roadway Plan & Profile
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