HomeMy WebLinkAboutC3.01 N. Joy Street Sta 14+40-Sta 16+40 Sheet Notes: � ,�
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A. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE I / T H E
p LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS LAND
CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS,AND ADA COUNTY .
l I w I HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT . GROUP
BLACK CAT ESTATES NO. 1 PRIOR WRITTEN APPROVAL.
o B. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
Vi ° APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
ti 1 � J o // CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
• AD DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
o o cn J rn SDq �I SD / LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
0 O o 0 o 1 0 r- O
00 o �o N o CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
CIJ
N N N N w o j I i DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
1 � o w o w o w o / EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
w C Cl? N N o`O 12 \ o CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
1 co v i Cl) ti + ti� , ° DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
+ x + x + + r / - -Ln / PRIOR TO DIGGING.
10.66 X. 2 N
T T MX: 2546.68
- X - �� - X - �� - XX� �� X - - X- - �E - - �� �C- XX - �-X� X� X M546.76 �
~ - X:2547.29 0 ° C. CONTRACTOR SHALL COMPLY WITH NOTES ON SHEET C1.00.
c- - -2546- - / � -- -- -- -- -- - - - -2546- - - - - - - - - -- -- , _ � �
12 D. EXISTING AND PROPOSED CONTOURS ARE AT A 1-FT INTERVAL.
EP - - - EP - -2547-E - - - - - -- - P N AP- P E1�=2547�P E-p- a3i^ ' TA: 2547.36
TA: 2547.05 TA: 2547.00 E. SPOT ELEVATIONS AS INDICATED BY THE FOLLOWING ABBREVIATIONS:
EG-EDGE OF GRAVEL
14 00 15+00__ ' N. JOY STREET ' 16+00 EP- EDGE OF PAVEMENT
I -s I GB FG-FINISHED GRADE ELEVATION
2548 25�$ TA: 2547.36 FL-FLOWLINE
1 6 5 8 GB-GRADE BREAK
LIP- LIP OF GUTTER
N__ -- __-- - /
- - -0.4%- - - - -- -- - --
- - -- --2547-0.7% - - - - -- - -0.7%-- -- MX: 2546.94 MX MATCH EXISTING
- - - TA-TOP OF ASPHALT
- - - - - -- - - 11-LF 8-IN SD ° TBC-TOP BACK OF CURB
----- --
I _o� _rs oc o� F. CONTRACTOR TO FILED VERIFY ALL EXISTING CURB AND GUTTER, STORM
- - - - - - - - - - - - - - - - -
0 Oo 00 00 0 � 2546- - / DRAIN, CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO
FG: 2548.35 00 C6 - \- � IE: 2546.36 C\,
-r r -r -r I / CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO
- -ILL. FG: 2547.36 �. � / / NOT MATCH PLANS.
o - -CO o T o o I,o /
- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - e- - -� A
cno `"° Pi�L0 �6' oT N r- r T i - G. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
CEO z tP N N M Z ' CD M r� OC M- - - - - - - -N + -� w - - T o "' '� Nm CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
�M- m w �� ��- -m w- - - - - - - - - - � - - - �� - - - - - - � + /
N r °J �. N r = �.... 2 N r + r � N X °r, , WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
a a "' a Q � a r' `� �' DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
cwi� � `�!' c i U n ¢ ' cCO�i� o m` � SLOPES.
w w C2.00 �,
r _ o
T = N � W Roadway & Drainage Keynotes: �0 Z
LU LU N
1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN SHEET O
v N N \� C1.21 FOR DETAILS.
d
v 2. INSTALL STREET SIGN. SEE STREET LIGHTING AND SIGNAGE PLAN SHEET CA
12 1 8000 S.F. C1.21 FOR DETAILS.
:01
0.18 AC.1 3. CONSTRUCT TYPE"C3"PEDESTRIAN RAMP PER ISPWC SD-712C WITH 11 11433 S.F. TRUNCATED DOMES PER ACHD SUPP SD-712. DOMES SHALL BE -
13 0.26 AC. I FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE
8000 S.F. CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. SEE DETAIL 8/C2.00 FOR
' 0.18 AC. I MORE INFORMATION.
4. CONSTRUCT TYPE"A" PEDESTRIAN RAMP PER ISPWC SD-712A WITH
/ 0 20' 40' TRUNCATED DOMES PER ACHD SUP 712. DOMES SHALL BE FABRICATED
N. Joy Street Sta 14 + 40=Sta 16 + 40 A
INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE. CA
\\ 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
2556 SECTIONS ON C2.00 FOR DIMENSIONS.
2556
N. JOY STREET: Sta. 13+80 - 16+40 7. PERMEABLE PAVERS. SEE DETAILS 1 -5/C2.50. (SHEET C3.02) O CA
HORIZONTAL SCALE: 1" = 20' C,
VERTICAL SCALE: 1" 2' Q
- 8. CONSTRUCT 5-FT CURB TRANSITION.
9. CONSTRUCT 5-FT CURB TERMINUS. J
2554 1 2554 � Q
10. CONSTRUCT 4-FT WIDE VALLEY GUTTER PER ACHD SUPP SD-708.
1
ox
11. CONSTRUCT 12-IN RIBBON CURB PER DETAIL 6/C2.00. Q
O
also cc
1 12. SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL JOINT. REFERUJ
z cfl
2552 Lq 2552 TO ISPWC SD-301 AND ACHD SUPP SD-303 AND SD-806 FOR ALL ASPHALT J �
REPAIRS.ALL REMOVED ASPHALT SHALL BE DISPOSED OF OFF-SITE. SEE = J oMo
,n ACHD ROADWAY NOTE 1.2.5 ON SHEET C1.00 FOR ALL PAVEMENT
be
Q 0 N 0i MATCHES IN RIGHT OF WAY. COORDINATE WITH IPCO FOR JOINT-TRENCH
m -Li + N UNDERGROUND POWER ROUTING. CJ �
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CD co
co
2550 CD w a 2550 cc o
; N � N NN Curb and Gutter Legend. o w
1 mJ � w � w _ - � �
CD w 3"ROLLED CURB AND GUTTER PER ACHD SUPP SD-702
1.40%
PROPOSED GRADE AT CENTERLINE
` Revisions 1�
/` - - 3"REVERSE PAN ROLLED CURB AND GUTTER PER
2548 -0.69%
--- 548 ACHD SUPP SD-702R 1
1 --- 6"VERTICAL CURB AND GUTTER PER ACHD SUPP
SD-701
EXISTING GROUND AT CENTERLINE
2546 0 2546
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C1
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y
2544 APPROXIMATE HIGH GROUNDWATER ELEV 2544
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1
2542 2542
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o� �GENSF�NG'1,�
1 V)
EXISTING GROUND ELEVATION r PROPOSED GROUND ELEVATION a�
AT CENTERLINE AT CENTERLINE 2139
2540 T 2540 06/03/2025
CD T N � CD co N
ti 0 co Cq N co r Cq o � 0 0 co coN M M M
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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 E K.
13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 Project No.: 121130
Date of Issuance: 05.08.2025
Project Milestone: CONSTRUCTION DOCUMENTS
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N. Joy Street Sta
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14+40-Sta 16+40
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