HomeMy WebLinkAboutC2.01 Roadway Plan & Profile 1
--- --- ---- ---- --- Sheet Notes:
2552 it �/ �4
1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C1.00. � 0
-_ - - -2552 ---- --- W. Grand Mogul Dr. (Existing Phase 1 ) 2. REFER TO SHEET C2.51 FOR TYPICAL ROADWAY SECTIONS AND ASPHALT LAND
' ___ MIX DESIGN. GROUP
2552 2552 -- _-- ---
1 3. REFER TO SHEET C5.01 &C5.02 FOR STRIPING AND STREET SIGN PLANS.
O �V O a r` O H O O W N O H O O �ti O �� O or N O C[Q) x'
0 00 oN o o� 2553 oti 2553 0 0 Ln oN o 00 U-1 ocx� o oU�
+ o Uri - - + o Uri + o� + o� + o� + o� + o� + o v + o v 4. STATIONING REPRESENTS ROADWAY CENTERLINE ALIGNMENT, OR AS
-N O� O r 0 Ll7 O Q L O Q� O Q Ll7 O Q LO O Q LO O Cg L17
Cl) N� C+') N� C+') N� _O N� Cl) N� N N� N N� N N� N Nu') j-----
N .. N .. N 2554 .. ..N 2554 ..N ..N ..N ..N ..N _-=- - INDICATED ON THE PLANS.
Q LI:LL_ Q LI: Q LI: Q LI: Q LI: Q omLL. .. Q LI: Q a:
U) o m cn o cn o 2555 cn CD U)U) CD U) CD U) CDcn o m-2554 U) CD� ld
6"PIR _ - 6"PIRR 6"PIRR 6"PIRR "PIRR 6"PIRR m 6" IRR "PIRR 5. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN
- - - - - _2555 - - - ~ - -- - - -- - _ CURRENT OF FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO
- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - --- - - - - --- - --- - - - - -- - - --- - -- - - - - - --- - - - - - - - - - - - -
"`` _ NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC
-
25 2511 7 r SPECIFICATIONS.
0 `
- - - - T 7 T II T 1 II
ll Pedestrian Surface Construction Notes:
R/W W R/W R /W RAW' R/W R/W R/W R/W R
1. ALL PEDESTRIAN FACILITIES, SIDEWALKS, PATHWAYS AND RAMPS SHALL
12"W 12"W 1 "W 12"W �T' 12"W 2"W 12"W 12"W 12"W 12"W 12" x BE CONSTRUCTED AT 1.75%-2.00% MAXIMUM CROSS SLOPE PER ADA
2555 STANDARDS. CONTRACTOR SHALL ENSURE THAT THIS REQUIREMENT IS
2555 ��, � � MET DURING CONSTRUCTION.
255J N W. Grand Mogul Dr. �"/o m . . � m I 2. PEDESTRIAN RAMPS LOCATED WITHIN A CURB RETURN,THE GRADE
C4 ' i m - - - - - - - Li
MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE
32+00 LU p 31+00 p 30+00 p �+ 29�+00 MT 28 �0+0 p p PEDESTRIAN RAMP (2%MAX.).
8"SS = 8"SS "SS 8"SS SAN 8"SS 8"SS 8"SS 8"SS 8"SS SAN S 8"SS 8"SS
W U 2 U 2'MIN 2554 Keynotes: SHOWN ON THIS SHETE: NOT ALL ET
# �/
"' 13 100' '�
- - - - - - - - - - - - - - - - - - -
1. REMOVE AND SALVAGE EXISTING TYPE II SIDEWALK BARRICADE WITH
R/W80 R/W RAA �o I R/W R/W R/W R/W R/W R �� KICK PLATE FOR REINSTALLATION.
U, 2. REMOVE AND SALVAGE EXISTING TYPE III BARRICADE FOR
II I U) I I I I I 1 II 18"SD
o II II o II REINSTALLATION. O
T I I voso cr 255
II I - - - - I N II II 5 II
N -voeo 3 OR 6"VER- - - - - - - - - - . - - - - --- -- - - - - - - - - I - - - - - -- - - -- - --- - --- - - - - - - - - - - - - - - CONSTRUCT INLET AT BA TICALCURBAND ■�
e�; voso- - -
GUTTER PER CURRENT ACHD SUPPLEMENT DRAWING NO. SD-601. y
" " r��n a),M LO I co IRR ti5"PIRR 6"pIRR 6"PIRR N " 1RR- 6"PIRR
o �0 6 P o JN 6 PIRR o �v ti J,n 6" IRR X ti �v o �N o �o o _o0 2554 P o J� ■�
- - - O_ a Lo �) o LIB o LIB �) o o°" _ - - 4. INSTALL ASTM D 3034 SDR 35 PVC STORM DRAIN PIPE; SIZE, LENGTH,
+ o� + o� + o� + oLo + o�n + oLn + oLo + oLn + o
N o� 4 r o� r o� o o� rn oLO m o� m o� o o� o ox - AND SLOPE PER PLAN.
_C�) NN �C�) NN C�) NN co NN F _ N NN N NN N NN N NN N CyM ■-
' �mLI: �mLI: �m �m LLm - •�
cr° o cn o a° o P a° o c I cr° o cr° o cr° o 4 cr° o v° o 5. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C2.50.
--
' - - - - - - NC51 6. SAW-CUT 2'MINIMUM FROM EXISTING EDGE OF PAVEMENT OR AS
NEEDED. SEE ACHD ROADWAY NOTE 1/C1.00 CONCERNING
co REQUIREMENTS FOR ALL STREET CUTS AND REPAIRS.ADDITIONAL
' � �o I co �o SOUTH SIDE INTERSECTION STREET CUTTING MAY BE REQUIRED BEYOND WHAT IS SHOWN ON THESE CA
+ �` LO M PLANS. COORDINATE WITH THE ACHD INSPECTOR.
2553-- coSEE SHEET DETAIL 1/C2.51 FOR DETAILS _ -
- - -¢ U_m - - - - - -¢ u-m _- 7. INSTALL CITY OF MERIDIAN STREETLIGHT. SEE SHEET C4.50 FOR
- -
' ci o c) o - 2553 - - - -
- - STREETLIGHT PLAN.
' I 8. PROPOSED ACHD DRAINAGE EASEMENT. cc
9. RE-INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC
Roadway Plan & Prof ile 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 O
REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN
THAT STATES, "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".
11. CONSTRUCT SEEPAGE BED NO 3. 15'W x 100' L x 3.4'D. SEE SHEET C2.50
FOR DETAIL.
2562 GRANDMOGUL_P2: Sta. 27+60 - 31 +60 2562 12. CONSTRUCT SEEPAGE BED NO 4. 13 W x 164' L x 3.2'D. SEE SHEET C2.50
HORIZONTAL SCALE: 1" = 20' FOR DETAIL.
m CD
VERTICAL SCALE- 1" = 2'
13. CONSTRUCT 4-FT CONCRETE VALLEY GUTTER PER CURRENT ACHD
2560 2560 SUPPLEMENT SD-708. 0
C -
14. CONSTRUCT ENHANCED PEDESTRIAN CROSSING WITH CONCRETE PAVING Q
M (OD PHASE 2 EXISTING PER ACHD SUPPLEMENT SD-714. USE 8-IN OF CONCRETE PAVING ON 6-IN O ■ p
F- N PHASE 1 OF 3/4"CRUSHED AGGREGATE BASE (MIN). w
2558 � w 2558 �
Revisions
1.
2556 FINISH GRADE AT CENTERLINE 2556
-0.45%
0.45%
2554 2554
EXISTING GROUND AT CENTERLINE
--- ---- --- ---- ---- ----- ---- ---- ----- ---- ---- -- -- ---- -' --- ----- -- ----- ---- ----
2552 2552
io L
2550 2550 �t�Ss�GST ENGr�
10961
EXISTING GROUND ELEVATION FINISH GRADE ELEVATION
AT CENTERLINE AT CENTERLINE 9Tf OF �QP
2548 2548 JgsoN DES
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,c LN L O LN X) LN L O LN L O LN L O LN X) LN X) LN U1 p LN L O LN L O LN X) LN L O LN O LN LO X) X) LO LO X) X) X) X) X) LO X) LO LN X)
CV N N N N N N N N N N N N N N N N N N N N Project No.: 11/24/2025 124186
Lf) L[) Lf) Lf) Lf) Lf) Lf) Lf) Lf) Lf) L[) Lf) Lf) Lf) Lf) � Lf) Lf) Lf) Lf) L[)
lf) C\J C\J C\J C\J C\J C\J C\JX) LO C\J C\J C\J C\J C\J C\J C\JLO X) C\J C\J C\J C\J) LO C\J) LO L17
N N N N N N N N N N N N N N N N N N N N N
3
Date of Issuance: 11-24-2025
31+60 31+00 30+00 29+00 28+00 27+60 Project Milestone: PERMIT SUBMITTAL
_ - Roadway Plan & Profile
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C2m01