HomeMy WebLinkAboutC3.03 W. Riva Capri Street Sta 22+00-Sta 25+00 Sheet Notes: 9!t ,60
THE
A. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE I /
LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS LAND
CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS,AND ADA COUNTY .
J I + I I 15 14 13 11433,1 HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT GROUP
N ✓ 8435 S.F. 8000 S.F. 8000 S.F. rn J 0.26 Ai
PRIOR WRITTEN APPROVAL.
0.19 AC. 0.18 AC. 0.18 AC. 00- = B. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
W I I N my�� APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
/N op 1�5Lo m o �� CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
DO I I N N I / �; _ _ _ - - - _~�; c,� ��, DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
__J r- �.`O �� i LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
cy
_2548_- - _ L - _ - I J I / o, o � + J`y i CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
-2547- = - 0 ~ M - ,�o i �
-1_ __ _ I H I / z "6„ �y N DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
_- - -2547 - _ =J I V 00 - , J N m,1 U \ EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
- - - -2548- - �r I m w cv Imo
N O J Co J _ a J �;� / F-�; M��1-� "' \ CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
2 I I I � LO o 00 o 06 o 2 o � R MTR' o DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
8370 S.F. / co o co o Cn
w d- o o r v
0.19 AC. I N T N T N N / + ��� _ M \ ��� PRIOR TO DIGGING.
LL L.L r CU N --
/ / ----/ C0 0 o o = m O/ N r \
U LL +
\ L' - ------ r N r\ N \ m o \ C. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET C1.00.
D� �Cn - - - - - - - - - - - CO - - - - - - - - - - -� - - - - - - - - - - M N � \
06
06
`0 2 + � �� °T �,�o D. EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL.
+ + +
1 N N co
- + �.
MTFi N o E. SPOT ELEVATIONS AS INDICATED BY THE FOLLOWING ABBREVIATIONS:
CIO cn cn `a � - CcrM EG-EDGE OF GRAVEL
/ R/W R MTR R/W R/W R/ R/W 4 R/W \ `~ m� <<\ EP- EDGE OF PAVEMENT
FG-FINISHED GRADE ELEVATION
I s • v
FL-FLOWLINE
a^ co �' ;� I�� GB-GRADE BREAK
�o I N `\' 11 g - 1 � LIP- LIP OF GUTTER
00--- r\ O ; 23+00 24+00 -- _ I 25+00 i MX-MATCH EXISTING
� 6�7 S.F.0.16 AC.
I /1 I TA TOP OF ASPHALT
2549 W. RIVA CAPRI STREET �, ti - 7- i TBC TOP BACK OF CURB
2 8 - R49 2 F. CONTRACTOR TO FILED VERIFY ALL EXISTING CURB AND GUTTER, STORM
Lq
3 ,� - DRAIN, CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO
- - p� CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO
3363 S.F. � �L``' �� NOT MATCH PLANS.
0.19 AC. �-
R/W 40 R/W R/W F R/W R/W aTW
CC ® / G. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
�\ w o �o ca � �� �o o j CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
\ 00 `r `r 2,549 n `r '76 `r `9 / o WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
\ N\ N -N
�' � L � 1 - / �' DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
/� - - - -o - - - - - - -- I - - -�- - - - - - - - - - -o 1 0� SLOPES.
o C>;� o� Cfl°° C2.00 �� oM / o �i
o T. N+ N M mi-� J +�CO L:L� `� Roadway & Drainage Keynotes: �0
CD N NN NN NN (!� NN NN \\ LL �� 0600
+ /
- -- m N Q c�a c)a I c�¢ w ' c�a` i� \ o / N N I
�, m � m m m m F m u, �f 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN SHEET O
' .. �- m cn cn I cn o cn cn �- \ rn R/W aTvr� M� LD
v o M ,�Co C1.21 FOR DETAILS.
\ 00
ZT + OR / �
G,➢9 C14 ' �� N N � i N 2. INSTALL STREET SIGN. SEE STREET LIGHTING AND SIGNAGE PLAN SHEET CA
`s"G I � ' m C1.21 FOR DETAILS.
CODI \ o� 3. CONSTRUCT TYPE"C3"PEDESTRIAN RAMP PER ISPWC SD-712C WITH -
\6 7 \ TRUNCATED DOMES PER ACHD SUPP SD-712. DOMES SHALL BE
I 2548 N N FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE
- Z 916 .F. 8000 S.F. 8000 S.F. 6 Q CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. SEE DETAIL 8/C2.00 FOR
0.2C. 0.18 AC. 0.18 AC. "' 12785 S.F. MORE INFORMATION.
-- 8
7 � 8000 S.F. 0.29 AC. 4. CONSTRUCT TYPE"A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH
F. V 0.18 AC. TRUNCATED DOMES PER ACHD SUP SD-712. DOMES SHALL BE FABRICATED
AC. I I ' INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. CA
ADHESIVE MATS ARE NOT ALLOWED.
W. Riva Capri Street Sta 22 + 00=Sta 25 + 00 2°' 4°'
5. CONSTRUCT SHALLOW INLET PER ACHD SUPP SD-715A.
Horizontal Scale: 1" = 20, 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
8. CONSTRUCT 5-FT CURB TRANSITION. C
2556 2556
W. RIVA CAPRI STREET: Sta. 21 +60 - 25+20 9. CONSTRUCT 5-FT CURB TERMINUS. J
HORIZONTAL SCALE: 1" = 20' 10. CONSTRUCT 4-FT WIDE VALLEY GUTTER PER ACHD SUPP SD-708. mmi O
VERTICAL SCALE: 1" = 2' Q = CD
Q
2554 2554 11• CONSTRUCT 12-IN RIBBON CURB PER DETAIL 6/C2.00. CD
go also cc
12. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFERUJ z
TO ISPWC SD-301 AND ACHD SUPP SD-303 AND SD-806 FOR ALL ASPHALT J cfl
' REPAIRS.ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE. SEE = J 000
' ACHD ROADWAY NOTE 1.2.5 ON SHEET C1.00 FOR ALL PAVEMENTbe
N T° MATCHES IN RIGHT OF WAY. COORDINATE WITH IPCO FOR JOINT-TRENCH
2552 Q M 2552 UNDERGROUND POWER ROUTING. CJ a Q
1 CIO N � cc m
� w Curb and Gutter Le end: o w
- - 3"ROLLED CURB AND GUTTER PER ACHD SUPP SD-702
2550 ' PROPOSED GRADE AT CENTERLINE � ,; 2550 Revisions 1�
3"REVERSE PAN ROLLED CURB AND GUTTER PER
ACHD SUPP SD-702R 1
1 0
- .50% 6"VERTICAL CURB AND GUTTER PER ACHD SUPP
2548 ' 2548 SD-701
ICURB, GUTTER,
' STA: 23+78.37 AND SIDEWALK
- EL: 2546.60
' '--- -- - \ --- BOTTOM OF PAVER ROCK STA: 24+91.73
2546 - --- ___ EL: 2546.60 2546
EXISTING GROUND AT CENTERLINE --
a�
APPROXIMATE HIGH GROUND WATER ELEV
2544 - - - - - - _ - - - - - 2544
-014AL E1V
�GENSF� G'1�
V)
2542 - 2542 a� ��
r 2139
06/03/2025
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION
l OF 0P�S
AT CENTERLINE AT CENTERLINE 9�E K.
2540 2540
M CC) 00 f- 00 N O O r` co00 N N co � co co
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co O Co r N N N M LO a) 0o r` r CO N r r`
00 00 ai o0 00 00 00 0o ao ao ao 0o ao ti Project No.: 121130
ti r` ti co co co co co co co co ui ui ui ui
X) LO v v LO v v � v v � v Ln LO v v v v v v LO v v v v v v
N cV N LO cV N cV N cV N cV 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 Date of Issuance: 05.082025
Project Milestone: CONSTRUCTION DOCUMENTS
21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20
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W. Riva Capri Street
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Sta 22+00-Sta 25+00
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