HomeMy WebLinkAboutC3.02 W. Riva Capri Street Sta 20+00-Sta 22+00 Sheet Notes: ,,._•,
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o� I I A. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE ��
"' I I I I I J] I W co`''Oo;I LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS LAN D
23'ACHD STORMWATER 9 '` �� __ CONSTRUCTION .
/ I 'i I EASEMENT �`'x - O��V a0�� HIGHWAY DISTRICT STANDARDS. MO EXCEPTIONS
MERIDIAN
ONS ARE PERMITTED WITHOUT
* I I w - I - - GROUP
I Sheet C3.00 jo �j r>~ _ �
15 PRIOR WRITTEN APPROVAL.
■ ■ ■ I■ ■ III I I
5-.5 8-IN SO S41$2 8435 S.F. j� U Q. X �� ti OoO' B. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
5 I I�BS 25150� �, w 0.19 AC. Aso �� APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
w% 6 2 �FF' CO w �Sqj l �, - 5�P ��'�� CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
SAP Sk ' o o co
w \ fY X DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
I 1 I I o °„ I R`t LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
N T �' �, STq, CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
m o ��9 TBS. 2r'`89 6, \ p DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
/ 1 ~ = c'G'�x 25488 Ss �F a' \c9 EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
-LO - - - - - - - - - - - -
I/ I I ova.ee:a \ o � o�� - - _ 8 F r6 25p9 \ \ o\ \ CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
1 N �s o \ Sheet C3.03 DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
■ ■ ■ ■ ■ ■ 8� ■ ■ ■ PRIOR TO DIGGING.
Cn
11 \` 0.21 AC.
3 �� \° C. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET C1.00.
� T � \ RMI R/W R/W - �.
I j I D. EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL.
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U1 °" - 0.5% _ - �? E. SPOT ELEVATIONS AS INDICATED BY THE FOLLOWING ABBREVIATIONS:
\ o - -2548- -2547 - - - - - - - - - - -2548 `�' "' 1
EG-EDGE OF GRAVEL
20+00 2548 21+00 \ EP- EDGE OF PAVEMENT
'K FG- FINISHED GRADE ELEVATION
FL-FLOWLINE
I / 10 G 2S W. RIVA CAPRI STREET - \ 2548.46 GB- GRADE BREAK
SAN 8 - - - - - - -U, O LIP- LIP OF GUTTER
W I G SAN p\p
I I / c\ I V 0.5% N O�/ MX-MATCH EXISTING
2 \ a r�� GIRR - TBC TOP OF ASPHALT TOP BACK CURB
II 1 R/W R/W a�W R/W \ �' _
w I I r oc J m rs / F. CONTRACTOR TO FILED VERIFY ALL EXISTING CURB AND GUTTER, STORM
II 3 o / � I III Lq �\_\ // �� / DRAIN, CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO
n r r �S / CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO
M `r ti��0 � N I I _ ����, m NOT MATCH PLANS.
>K I I I IRR ai - - - -o o cq 2548.46
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_ -LL- - - - -
T o o c-2548------ M N I N I M o o M G. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
9 LF 8-IN SD J N o +/ J + C2'00 I I I + N+ �o 1 14(` \ CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
v / 00
ao o CO w r I L r m N c9 1 0 / WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
N I �O N N � Q N N I N I N N C Q + \��, - /
5 ;9N N m H 0- W m H I I M m m� N N o o I I DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
I cn o m I N cn �- v Q �00+ I I SLOPES.
I m N U N IRRIGATION POND PER
6 ;�� I I ' IIII �� I / Roadway & Drainage Keynotes: �� Z
IIII C700 SERIES SHEETS
1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN SHEET O
18'ACHD STORMWATER I C1.21 FOR DETAILS.
EASEMENT
2 / I I 2. INSTALL STREET SIGN. SEE STREET LIGHTING AND SIGNAGE PLAN SHEET CA
3 I C1.21 FOR DETAILS.
8434 S.F. I 8370 S.F. 8363 S.F.
i I 0.19 AC. I 0.19 AC. 0.19 AC. 3. CONSTRUCT TYPE"C3" PEDESTRIAN RAMP PER ISPWC SD-712C WITH
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� � � � 1111111111111111111111101, IIII I I � 23495 S.F. �
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Sheet C3. 0 I 0.54 AC. TRUNCATED DOMES PER ACHD SUPP SD-712. DOMES SHALL BE
I I I I I I � I IIII I I FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE Q
I CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. SEE DETAIL 8/C2.00 FOR
MORE INFORMATION.
4. CONSTRUCT TYPE"A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH
W. Riva Capri Street Sta 20 + 00=Sta 22 + 00 0 20' 40' TRUNCATED DOMES PER ACHD SUP A 712. DOMES SHALL BE FABRICATED
INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE.
Horizontal Scale: 1" - 20' ADHESIVE MATS ARE NOT ALLOWED.
5. CONSTRUCT SHALLOW INLET PER ACHD SUPP SD-715A.
6. INSTALL BIORETENTION SWALE PER ACHD BMP 30. REFER TO ROADWAY
SECTIONS ON C2.00 FOR DIMENSIONS.
7. PERMEABLE PAVERS. SEE DETAILS 1 -5/C2.50. (SHEET C3.02) O CA
8. CONSTRUCT 5-FT CURB TRANSITION. CJ a)
2554 2554 �
W. RIVA C PRI STREET Sta. 19+8 - 22+40 9. CONSTRUCT 5-FT CURB TERMINUS.
HORIZONTAL SCALE: 1 20' 10. CONSTRUCT 4-FT WIDE VALLEY GUTTER PER ACHD SUPP SD-708. � 0
VERTICAL SCALE' 1" _ ' ' 06 Q Q
N N ao 11. CONSTRUCT 12 IN RIBBON CURB PER DETAIL 6/C2.00. O
co N 0i
Cm
2552 0 + N N 2552 12. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFER z
+ co N T00 06 173-
w ' m � TO ISPWC SD-301 AND ACHD SUPP SD-303 AND SD-806 FOR ALL ASPHALT Q
CDo+ ti LO N i!s N CD
w REPAIRS.ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE. SEE = J 00
N `" ti m J w ' ACHD ROADWAY NOTE 1.2.5 ON SHEET C1.00 FOR ALL PAVEMENT 0
m J � � `�C\J "' MATCHES IN RIGHT OF WAY. COORDINATE WITH IPCO FOR JOINT-TRENCH
2550 he
CD w m w 2550 UNDERGROUND POWER ROUTING. c Q
cc o
PROPOSED GRADE AT CENTERLINE 075% -0.50% Curb and Gutter Legend: o w
0.50% ' - - 3" ROLLED CURB AND GUTTER PER ACHD SUPP SD-702
2548 2.00%, 1�7°/° --- ----- - - --- -__ 2548 Revisions 10
3" REVERSE PAN ROLLED CURB AND GUTTER PER
EXISTING GROUND AT CENTERLINE 1 ' ACHD SUPP SD-702R 1'
6"VERTICAL CURB AND GUTTER PER ACHD SUPP
SD-701
2546 2546
' CH
O
APPROXIMATE HIGH GROUND WATER ELEV Q
as
2544 - - - _ _ 2544
2542 ' 2542
' ��sZpNALEXIS
a4�GSFo TING GROUND ELEVATION PROPOSED GROUND ELEVATIONEN
AT CENTERLINE1 F AT CENTERLINE 2540 2540 2139
O N O O co N co M T � O V O c0 M O � O 00 N 00
N `n T 00 0 0 0 m c� � o co T `� 06/03/2025
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LO N `� `� N `� `� `� `� `� N `� �' `� �' `� �' l ATE OF
a 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 K.1�`�
Project No.: 121130
Date of Issuance: 05.08.2025
Project Milestone: CONSTRUCTION DOCUMENTS
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