HomeMy WebLinkAboutC4.01 Roadway Plan & Profile N. Sunny Side Ave. Sheet Notes: ••
SHEET C4.07 THE
I I I I I I I I i 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO
oc _ STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN LAND
c`ii I o y I I I STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE .
O° I I I I + - C"'n Q I N PERMITTED WITHOUT PRIOR APPROVAL. - GROUP
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I 2.4 I 33 y I I �I v 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
CO) I 471 J `s APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
Q r N STA: 8+61.26, OFF: 16.50'L III I I i � CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
Z W W TBC: 2543.04 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
Q �, �, I I STA: �
0 a I I STA: 8+59.26, OFF: 16.50'L I m I I I B2 L40 BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE
I B3 L17 TBC: 2543.13 I 3.3 a 3 3 I s,93o SF FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE
s,soo SF N I TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
3 I Ctih STA: 8+39.38, OFF: 13.02 L I I SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
I TBC: 2542.85 STA: 8+59.26
I � I FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
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I STA: 8+29.47, OFF: 13.07'L I / i II I 3. ABANDONED BUILDINGS, TEST PITS/(MONITORING WELLS), OR WATERWAYS LOCATED
m m TBC: 2543.07
WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL
I I I
v o I m J LO_ co m o I 3.5 41 II AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.
N T N O O - LR T J \
+I ` I I �`° `� N EL N T M o 3.4 - 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
� I NT Nr emu= �� �� 2.5
m CD_m o_N r I CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
Hdld.,9 HHld.,9 m o o m CD m CD ~� ~ti m o I I AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
CO � M
:e
- - - - ~ = W - - - - -N- - - - - - -O- - " ~L 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
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2= ti w B3 L18 m + + N 2.1
bo 0 2.4 + + O° `� N / I � I THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
- - - - - - - � T r - - 2,444=SF r` a ¢ + , 26 I I CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
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`� N Pedestrian Surface Notes:
M U M/U - H 2.1 3.4 i - I B2 L39 �
3.5
w
6,920-SF i
STA: 8+69, N. SUNNY SIDE AVE.I=
1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
3 3 1 . I OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
STA: 7+96.53,W. LESINA ST.
� Sa 3.4 � I SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
M N�u.' M 8 I - M 8 - M,B M„$ O I U I ALLOWED ABOVE THE MAXIMUM SLOPES.
STA:7+35.50 N. SUNNY SIDE AVE.� �I 8+00 STA: 8+01.58 2.5 +
N I N OD II 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
co S A: 7+75.25 g STA:8+45.17 I MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
SS.9 SS 8 I
STA:8+38.83 I RAMP (2% MAX).
3.3 � 11
3.4 � �I I I I
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I
4.1 3.5 21 I Roadway Keynotes:
N
m I 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
- - - - - m __ o o-cc o o - INFORMATION.
- -F - - -o- -Ln- -
= w B2 L18 - co co � 26
r 2.4 r I I B2 L38 2. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
m � Q Q- - - - - _o_ - -2,7991SF, o - " - - " -� I I 2.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
- �� I 6,909 SF
M I W N o O° o CO00 r r� 3 4 I I I WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER ISPWC (ACHD
co co} � � �+ Lo+ M o ��_N o+o I I I I SUPP) SD-712.
X + NIA NIA-� + N00 UQ
6 �� � '� C4.54 m m `�co . m� 4•1 I II 2.2. INSTALL PEDESTRIAN RAMP TYPE"G1" PER ISPWC (ACHD SUPP) SD-712E,
m ~m ~"' 00� m� _ I I WITH TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER
\ oO / ~ A i i 3.5 N \ I II I ISPWC (ACHD SUPP) SD-712.
L o�
2.3. INSTALL PEDESTRIAN RAMP TYPE"H"PER ISPWC (ACHD SUPP) SD-712H,
Cm I C4.54 � � I WITH TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER C
\ / m W I Ca / 2.4 I IV STA:7+33.81' ISPWC (ACHD SUPP) SD 712.
N A a a g�L19 STA: 7+54.81, FF: 15.00'L N Q
s s-I 00 SF TBC:2543.07 ' I Z III I 2.4. INSTALL CONCRETE SIDEWALK PER ISPWC (ACHD SUPP) SD-709.
I STA: 7+48.28, OFF: 16.50'L I 3.3 'y I TA: 7+19.47 I 3.3 I I O
\ / I I TBC: 2543.07 I N I ` � 2.5. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 6/C4.54. '
STA: 7+33.81, OFF: 16.50'L I A I N 2.6. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ISPWC cc
/ \ I TBC: 2543.07 a w
/ m I I I STA: 7+31.81, OFF: 16.501L N 33 - I I I B L37 (ACHD SUPP) SD-710C.
o I TBC: 2542.95 1 47' Cn
SHEET C4.07 2.7. MATCH EXISTING IMPROVEMENTS. O
■ 3. CURB AND GUTTER CA mom
Roadway PIan & ProfiIe - N. Sunny Side Ave. 0 20' 40' 3.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPP) SD-701. ■ O
mm
Horizontal Scale: 1" = 20' 3.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER ISPWC (ACHD SUPP) ■� y
SD-701 R.
2552 2552 3.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPP) SD-702.
N. SUNNY SIDE AVE.: Sta. 6+00 - 9+20
HORIZONTAL SCALE: 1 = 20' 3.4. INSTALL REVERSE PAN ROLLED CURB PER ISPWC (ACHD SUPP) SD-702R. O
VERTICAL SCALE: 1 = 2' 3.5. INSTALL 2-FT TRANSITION FROM ROLLED CURB AND GUTTER TO 3-IN C
2550 2550 REVERSE PAN ROLLED CURB. cc
3.6. INSTALL 5-FT TRANSITION FROM 6-IN VERTICAL CURB AND GUTTER TO 6-IN N m cI-
REVERSE PAN VERTICAL CURB. � `-� M
_ � 00
Cl) ti 3.7. MATCH EXISTING IMPROVEMENTS.
co L
2548 coCIO
00 � + 2548 4. STORM DRAINAGECc
w N 4.1. INSTALL GROUNDWATER OBSERVATION WELL PER ISPWC (ACHD SUPP) L
o �n
co N N � N SD-627. SEE DETAIL 3/C4.70. c� °CC�
co V) N m J mC\J co J G
+ C\J CD w CD
+ r ~ + + C.0 N W m 4.2. TEST PIT/MONITORING WELL. SEE SEASONAL HIGH GROUNDWATER TABLE
a
`o + r C M o + ti 1/C4.70,AND SHEET NOTE 3. Revisions 1Q
2546 CC/3 N D co
+ Cl) � FINISH GRADE - � N w o ¢ 2546
cli
� w C) N AT CENTERLINE m < r i N 4.3. INSTALL PCIP PER DETAIL 3/C4.54 AND ACHD BMP 34. 1. AGENCY COMMENTS- 10/24/25
m J Cn CV m J
CD W
W EXISTING GROUND co w
AT CENTERLINE
2544 0.50% 2544
� -0.98%
1.00% 2.5 4.3
-2.05%
0.00% 0.00% TOP OF STORAGE
777 EL: 2542.31
2542 TOP OF STORAGE, 2542
EL: 2542.38
r cm m �-4� -4' AREA 22
H y SEE CURB DETAILS 5&6/C4.54 TYP. r -
S S
BOTTOM OF ROCK BOTTOM OF ROCK
2540 EL: 2540.54 EL: 2540.48 2540
z
��ZONAL
EXISTING 6-IN PVC
-,,,4
PRESSURE IRRIGATION CROSSING o
� 8-IN C900 WATER MAIN CROSSING
2538 2538 568
_ y 10/24/2025
SHGW TE OF 0r
EL: ±2537.4 DES W.G
3 2536 2536
Project No.: 123200
Date of Issuance: 09.02.2025
Project Milestone: PERMIT
EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE Roadway Plan & Profile
2534 2534 N. Sunny Side Ave.
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6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20
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