HomeMy WebLinkAboutC2.01 Roadway Plan & Profile I -
I
Sheet Notes:- - - �, THE
'2553 1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C1.00. r�
- LAN D
A 2. REFER TO SHEET C2.51 FOR TYPICAL ROADWAY SECTIONS AND ASPHALT
MIX DESIGN. GROUP
` 3. REFER TO SHEET C5.01 FOR STRIPING AND STREET SIGN PLANS.
CB 07
- - '2553 INLET PER ACHD SUP SD-601 4. STATIONING REPRESENTS ROADWAY CENTERLINE ALIGNMENT, OR AS
O - - - STA: 22+54, 19.33'R `2SS INDICATED ON THE PLANS.
CB 09 - - RIM: 2551.66± 3
e INLET PER ACHD SUP SD 601 - / SUMP: 2548.47 \ a 5. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN
PIRR 6"PIRR 6"PIRR 6"PIRR STA: 24+93.58, 19.33'R 6"PIRR 6"PIRR"" - 6"PIRR IE OUT: 2549.47, 12-IN PVC (S) 6"PIRR \ \ 1 6"PIRR 6"PIRR - CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO
- - - - - - - - - - - -- - - - - - - - - - - -- - - -- - - - - - -RIM: 2552.73±
- - Q100 = 0.64 cfs NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC
SUMP: 2548.86 I I o , - Q25\ 0.455 cfs - -- - - -- I- -- - -G "- - - - SPECIFICATIONS.
w o IE OUT: 2549.86, 12-IN PVC (S) ii - �T � 7 II
_ � � o II I
II Q100 = 1.195 cfs , IN' Cn ;; Pedestrian Surface Construction Notes:
T° Q25 = 0.855 cfs T° 5
N R/W R/W R/W R /W R/W- R/W R/W R/W R/W R/W R/W R/W 80 R/W R/W R/W R/W R/W R/W r-
1 ALL PEDESTRIAN FACILITIES, SIDEWALKS, PATHWAYS AND RAMPS SHALL
BE CONSTRUCTED AT 1.75%-2.00% MAXIMUM CROSS SLOPE PER ADA
o X - STANDARDS. CONTRACTOR SHALL ENSURE THAT THIS REQUIREMENT IS
12" 12' 12"W 12"W 12"W IX 12"W 12"W 12" 12"W o 12"W 2 I a 12"W MET DURING CONSTRUCTION.
cv ' - 2553 Q �o \ 2552 m
c� 25 a 6 2 MIN �k i 2. PEDESTRIAN RAMPS LOCATED WITHIN A CURB RETURN,THE GRADE
N W. Grand Mogul Dr. 52
)- a 4 m > I �_ MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE
,,, - - �-m- - N - - - - - - m_ - - - z_ - - PEDESTRIAN RAMP (2%MAX.). r
e=d'6+00 C:) 25+00 T 3 24+00 23+00_Il 8"SS 8"SS N
8"SS au 8"SS 8"JJ 8"SS O SAN if"JJ 8"SS T SA S
N 2 22+00 ,,, NOTE NOT ALL KEYNOTE
vs 3 5 4 •
J CB 10
255 2553 co Q100 = 1.195 cfs 13 =2552 0 � �, I � eyno es SHOWN ON THIS SHEET #
i' LL
' 9 LF OF 12-IN PVC AT 40 0/ Q25 = 0.855 cfs O ,-9-LF OF 12-IN PVC AT 0.40% a; \2 52 2 1. REMOVE AND SALVAGE EXISTING TYPE II SIDEWALK BARRICADE WITH
KICK PLATE FOR REINSTALLATION
100,
- - - - - -- - - - - - - - - - -
N 89 � L F3/J�L R/�ni /1��_ �M� \N O I/�(J R/W I /W Rnni -80
L 11HgDL Rq�L O R/WI R/W 2. REMOVE AND SALVAGE EXISTING TYPE III BARRICADE FOR
Mo I I CB 08 r REINSTALLATION
- 1 18"SD 18"SD 8"SD O I I N �'� 18"SD 18"SD 8"SD p 3 Q100 = 0.64 cfs 1
279-LF OF 18-IN HDPE AT 0.00% w o I I I 18"SD - O ao
0 105-LF OF 18-IN HDPE AT 0.00% Q25 = 0.455 cfs
r 5 ��, z i l N r 5 „ 3. CONSTRUCT INLET CATCH BASIN TYPE I FOR 6 VERTICAL CURB AND ■
c - e.,: a:e: cn
cc
r I veva I I - - - - - - - - - - - - - - - - - - - - - - - - - J_LI I - - - _ ` - - - - _ - _ - _ GUTTER PER CURRENT ACHD SUPPLEMENT DRAWING N0. SD-601. y
- - - - - - - - - - - - - - - - - - - -
sa,o i eeve
- - -- - - - -
'IRR4C3.
6"PIRR R 6"PIRR 6" IRR - >� - �ip
- - 6"PIRR 6"PI R 11 6"PIRR 6"PIRF1 6"PIRR , , 6"PIRR 4. INSTALL ASTM D 3034 SDR 35 PVC STORM DRAIN PIPE; SIZE, LENGTH,
- - - - - - - - - - - - - - - - - Pi - - � � - - - - - � L - - - - - - - - - - - - - - - - - - - - - - - - - - - AND SLOPE PER PLAN. ■�
12-LF OF 18-IN HDPE AT 0.00% SG 048 Q100 - 1.28 cfs /
v SG 03
TQ100 = 2.39 cfs - 5. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C2.50.
mo
Q25 = 1.71 cfs a (X 7 12-LF OF 18-IN HDPE AT 0.00% Q25 = 0.91 cfs
12 40'FC-FC7 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
- - 2554 STREET CUTTING MAY BE REQUIRED BEYOND WHAT IS SHOWN ON THESE CA
SOUTH SIDE INTERSECTION PLANS. COORDINATE WITH THE ACHD INSPECTOR.
SEE SHEET DETAIL 3/C3.00 FOR DETAILS 7. INSTALL CITY OF MERIDIAN STREETLIGHT. SEE SHEET C4.50 FOR
STREETLIGHT PLAN. cc ■
8. PROPOSED ACHD DRAINAGE EASEMENT
Roadway Plan & P r of i I e 0 20' 40' 9. RE-INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC
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
EXISTING REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN
PHASE 1 THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".
11. CONSTRUCT SEEPAGE BED NO 1 15'W x 115'L x 3.4' D SEE SHEET C2.50
2556 2556 FOR DETAIL.
GRAND MOGUL: Sta. 21 +80 - 26+00 + _
HORIZONTAL SCALE: 1 II 20� N 12. CONSTRUCT SEEPAGE BED NO 215'W x 289'L x 2.5' D SEE SHEET C2.50
FOR DETAIL.
C/' "' O
VERTICAL SCALE: 1 II = I CD I 13. CONSTRUCT 4'CONCRETE VALLEY GUTTER PER CURRENT ACHD =
cc
EXISTING GROUND AT CENTERLINE � � Q
2554 2554 SUPPLEMENT SD 708. 0
----- ------ ------- 14. CONSTRUCT 4-FT WIDE ASPHALT PATHWAY TO CURB. z
0.45/°
TOP OF ROCK -- -- W
2552 EL: 2550.89 12 -0.70% � 2552
12-LF OF 18 IN HDPE AT 0.00% FINISH GRADE AT CENTERLINE
TOP OF ROCK 11 12-LF OF 18-IN HDPE AT 0.00% Revisions
EL: 2550.50 STA: 22+00 1
CB 10 BEGIN PROJECT
2550 INLET PER ACHD SUP SD-601 MATCH EXISTING 2550
279-LF OF 18-IN PERFORATED AT 0.00% STA: 24+93.58, 19.331L
\-RIM: 2552.73± CB 08
SUMP: 2548.61 105-LF OF 18-IN PERFORATED AT 0.00% INLET PER ACHD SUP SD-601
STA: 22+54, 19.331L
IE IN: 2549.71, 12-IN PVC (N) RIM: 2551.66±
IE OUT: 2549.61, 12-IN PVC (S) I SUMP: 2548.32
2548
5'MIN IE IN: 2549.32, 12-IN PVC (N) 2548
5'MIN IE OUT: 2549.32, 12-IN PVC (S)
BOTTOM OF ROCK -
EL: 2548.39
BOTTOM OF ROCK
2546 EL: 2547.10 2546
SZONAL
SG 04
2544 1000-GAL. S&G TRAP SG 03 2544 0�� �G\ST r�
STA: 24+93.58, 27.991L 1000-GAL. S&G TRAP
RIM: 2553.35± STA: 22+54, 28.001L
SUMP: 2545.16 RIM: 2552.28± 10961
SUMP: 2544.77 9gTe of
IE O : 254 8, 1 18 PVC PF IE IN: 2549.29, 12-IN PVC (N) 2542 �s
IE OUT: 2548.83, 18-IN HDPE (W) �NDEN�
2542 IE OUT: 2548.44, 18-IN HDPE (W)
0�/23/2�25
3 EXISTING GROUND ELEVATION F FINISH GROUND ELEVATION Project No.: 124186
AT CENTERLINE AT CENTERLINE Date of Issuance: 07-23-2025
2540 2540 Project Milestone: FINAL PLAT SUBMITTAL
O O Ln O CC) O I� c0 O O N N T N N Cl) co `T co U') CC) U') W U') O co (D (D N co LOCO L17 coT N T r T r O a) 00 CO Lf) co N N r r M
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LO LO LO LO `s' LO LO LO LO � LO � U' LOLO LO "' LO LO LO LO LO LO LO LO `s' � � � � DLO '� �' 'DLO 'DLO � �' '� Roadway Plan & Profile
N N N N N N N N 'n N N N N N lf) N LO N LO N LO N LO N '� N LO N LO N LO N
E N N N N N N N N N N N N N N N N N N N N N
6
H a 26+00 25+00 24+00 23+00 22+00 21+80
C2m01