HomeMy WebLinkAboutC4.06_Roadway Plan & Profile N. Brody Ave. Sheet Notes: CLM
SHEET C4.02 �"3828-"I"F
} SHEET C4.13 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO Q
N ml ml ml m M M M m mi N ml ml Im STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN
B1 L10 s,s28 Sr
N 5,099 SF a�ld ti d P; l��lld ti Id PI; l��lld ti Id '"Pi d„b d l t - l��lld ti Id P �Jald b - - Id Pi - I� I I � PERMITTED WITHOUT PRIOR APPROVAL.
°° I I "' �54315 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
= Q oc
\ APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
r 47 i , i t
s,soo SF CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
2S I I �, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
33 °C 9Q 4i I I BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 7
\ I 33' I , FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE I
v�T / SEE ENLARGEMENT 1/C4.53 I I I TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
I` Lu ,\ I CA I I ' SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
Q N -- - I I Z I I' FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
60 SEE ENLARGEMENT 2/C4.51
B1 L9 I Z I STA:4+84.16, OFF: 16.50'L 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
B7 L2 B7 L3 B7 L4 B7 L5 B7 L6 B7 L7 B7 L8 00 O
5,099 SF I pr STA: 10+38.29, OFF: 16.50 R TBC: 2542.24 I I H W I I FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
TBC: 2543.08 4,500 SF 4,500 SF 4,500 SF 4,500 SF 4,500 SF 4,500 SF 4,500 SF I I I 60 I WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS
STA:4+82.16, OFF: 16.50'L ,�`,
=' STA: 10+36.29, OFF: 16.50'R TBC: 2542.35 o I /��1�
STA: 10+48.96 5.1 I o 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
I TBC: 2543.20 CV J + CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
Ir r� Ln J C0=_J M_J U') _JO O O O N O J M J 00 J N J CO O I LC)
5.6 I m J Lo °°Lo N`n M`n M n J �,J °.;U) `"� `" 'T"' i 5.3 STA:4+97.48 I i AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
M� NCn V Cfl �U O - N � - NLn CV Ln NJ �co
OL �O �O O Ln Ln U-3O O O Lf">O C � MO Cyr l
N r Ln r Ly r N r Cyr v Ln N r N Ln N r N r `�r N Ln w I I I 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
Cy .. LL LL L:L CD C.4 C.4 U w
c9 Ln LL_U_ Nr c�_ fig vI Nr Mo I B2
w w U w U w d w cu r U LL
cu •, Uw Uw m0 m0 20 Cn m0 m0 m0 L�
5.5 THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
M C o O �-o ~o 00� M� " �;Li o I I I I I s,soo SF CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
o cn m o ti o
5.2 , O r T Lf) Lf) Ln ¢ U Ln U (` Ln r O 00
c0 c0 M - w " r Ln
O O � U 00 W O coM O M M CD _
- -L- -"- -Ln - - -M' - - - �' -�- - -N - - - - - - - -LO- - - - - - - -CD - -N +
- - +- - - - +- - + r
00 + 00 + + + M �NN N N 44 M U r� CD Ln Ln Ln N
e. l
+ a 1 a Q + 1 + 1 +
B1 L8 �`L \� N- -�- -� - - ci - - lP -ci- - - - - - - - +{F -c~- - - - - - - - - - - - - - - - F -~- - - - - - - - - - - - - - - - - -~- -� - `" cn cj
4.6 = N ¢ N = N N� _ 4.6 I Pedestrian Surface Notes:
5,099 SF Cn Cn Cn - - - -
---- !1 M!1 M a M!1 H a M LI /a / i 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
4.1T 4.1 SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
STA: 2+00, N. BRODY AVE. _ o MIN I ALLOWED ABOVE THE MAXIMUM SLOPES.
STA: 9+89.14,W. QUINTALE ST. 0 4.6 5.7 Mile M�8 Mile M.8 Mile Mile 5'S Mile - STA: 6+02, N. BRODY AVE. _
<J ,2543 5.3 Ca STA: 5+62.44 / STA: 4+37.66,W.TORANA ST.
STA: 2+39.82 STA: 2+68.50 STA: 3+33.50 2543 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
5.2 3+00 4+00 N• BRODY AVE. 5+00 STA: 5+28.77 4'6 6+OQ I MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
-� - - - f - - - -�� I RAMP (2%MAX).
_ ��8 SSlle SS��8 SS11e SS11e SS��8 SS.8 SS��8 ,STA: 5+6 J7>
5.2 STA: 2+48.50 2543 2543 STA: 5+08.77 �� I
5.4
631 L7 STA: 2+33.48 5.7 1 5.3 5 5 I B2 L13
Roadway Keynotes:
5,099-SF � � � 4.1 � � � � � 4.1 I
I 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
- 'Y7�T_ /H i _ I INFORMATION.
h 4.6 cc cc cc cc o� cc
N / o o 0 0- io - - - - - -�� � . 4.6
Ln _ F- gc �_ _ w _ Ln �_ _ _ _ _ _ _ _ _ _ Ln_ _ _ _ _ _ _ _ _� Ln_ ' 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
LO 'ten. CD
o �r `� o� co - `T `r `� ��I I BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
- - - -
o - - 4.4 - ¢ LL_ `r `r - - - - - - 1 o REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
- -O- -T- -w- - -r- - - -u- - - - - -u=- - - - - w 0- - - - - - - - - -� - - - - - - - - - -0- - - - - - - - -U_' - -0- -� 0 0 - I
1 O OC\J Ln "
O L L O L L LO O coW D r 0 O coM O O M O O N r N O
15 2 rn Ui r; O M o o o� o Lo Ls? r N M N r M 5 M o i I 9g �� I 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
cococo
Ln Ln j 1-Ln N M ti N r N CV
_-- -- I Ln r o o ¢ ti - N T N Ln THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
In + r Cy Ln O U? M N COj Ln + N N Ln + N MO Ln + N N Ln + Ln + I 1 _
co
25 I NN MO Lo M NM N� NLn � NLn NLn ��
42 `� + N m Ln + + Ln + Ln + Ln + C4.70 I I DECALS. NO PAINT. INCLUDE SIGN THAT STATES, THIS ROADWAY TO BE EXTENDED
NN Ln + SM UQ 2 N� UQ NLn UQ NLn UQ UQ I I I i,
5.6 UCn � + Ua �¢ UQ F-� Ua F_� UQ �� UQ �N �� 5.5 i IN THE FUTURE .
~`~" ca mF �Q m� 00 m� m� m� �I i STA:
B1 L6 , 5.1 Ir m� iW m� �cn � cn �U) �Cn �Cn
N U, C4.70 STA: 3+94.16, OFF: 16.50'L 5.3 N I I 4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
5,099 SF STA: 9+42, OFF: 16.50'R i N I I 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
, � STA:9+29.33 � � \ , TBC: I o-
' TBC: 2543.19 / N I WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
°C I B8 L16 B8 L15 B8 L14 B8 L13 B8 L12 B8 L11 B8 L10 STA: 3+92.16, OFF: 16.50'L I B2 L12
STA: 9+21.07 vco TBC: 2542.16 I s,soo SF 4.2. INSTALL PEDESTRIAN RAMP TYPE "G1" PER (ACHD SUPP) SD 712E, WITH
STA: 9+40 OFF: 16 50'R 4,500 SF 4,500 SF 4,500 SF N 4,500 SF 4,500 SF 4,500 SF I i I i TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
SD-712.
o I TBC: 2543.08 `s� � � ' I i Cn
+ t , \ I °' I °� I I 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER (ACHD SUPP) SD-712H, WITH
47 i \ i I 47' I I TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
\ SD712.
Cc
- -
`0 \ I �`�� - 4.4. INSTALL CONCRETE SIDEWALK PER (ACHD SUPP) SD-709.
B1 L5
' I 33' I , - _
- 4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD SUPP
5,099-SF I / 3I � � I \\ I
CID ao �'�! , - - - - -- - - I I I SD-710C. ( )
I w � I I
I I
4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7/C4.70.
SHEET C4.01 F_ I s 828 F , SHEET C4.12 5. CURB AND GUTTER
\3,828 SI - d - HHId { - id PI dHld id, Pi It H� A PI; �1FJId � 1d d`dld b d Pi
I \ I I T T , I ^^ ,J 5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
5.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER (ACHD SUPP) SD-701 R.
i
Roadway Plan & Profile - N■ Brody Ave. 0 20' 40' 5.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702.
Horizontal Scale: 1" = 20' 5.4. INSTALL REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R.
5.5. TRANSITION FROM ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702, TO
2550 2550 3-IN REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R. r
N. BRODY AVE.: Sta. 1 +GO - 6+40 5.6. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP)
HORIZONTAL SCALE: 111 = 201 SD-701 R,TO 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701. C
VERTICAL SCALE: 1 = 21 � 5.7. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH
2548 Cc
M co 2548 TRANSITION.
co
+ Lf'� + CD � ~
N 11) N 1`
a � a � 5.8. INSTALL VALLEY GUTTER PER (ACHD SUPP) SD-708. O
cn Cy (n N Lo 6? ,n rn
� w � + M 5.9. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP)
g o + r M M o J o N SD-701 R,TO 3-IN REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R 1
+ MT N O Q r� C3 W Ur Wcc
2546 Q N Q � m J + 0 2546 6. STORM DRAIN
NO
c) N Q � "' `� `D LU Lo "' C\J + o_ 6.1. INSTALL INLET CATCH BASIN TYPE I PER (ACHD SUPP) SD-601.
N CD w FINISH GRADE ¢ + rn O
`D ''' m AT CENTERLINE L~n N LID rn F- Ln
o w m Q Cn N 6.2. INSTALL 5-IN CONCRETE APRON PER (ACHD SUPP) SD-709. ■�
EXISTING GROUND o w o � CD LU
2544 AT CENTERLINE o w 2544 6.3. INSTALL 1000 GALLON SAND AND GREASE TRAP (SGT) REFER TO DETAIL ■� O
1.00% 1.2/C4.70 FOR SEEPAGE BED SIZING INFORMATION.
4.6 0.48% ■
o � ° 2 00% -0.53% 6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70.
0.00% 0.00/° °
LL SEE CURB DETAIL 6/C4.70 TYP. _--- -y 99% o -1.00% 6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/C0.01 CONCERNING
2542 - -- ---- --------- ---- --- 0.00%---- _--,0.00%--- 2542 POTABLE/NON-POTABLE WATER CROSSING REQUIREMENTS.
TOP OF ROCK SEE CURB DETAIL 6/C4.70 TYP. TOP OF ROCK O
TOP OF ROCK AREA 18 r `"' EL: 2541.10 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS.
EL: 2541.72 �, C) o EL: 2541.78
BOTTOM OF ROCK r M a � � 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70.
a TOP OF ROCK o 7 CO AREA 15
h EL: 2540.28
EL: 2541.16 O �� b r cc �
2540 6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. = co
2540 BOTTOM OF ROCK EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP. N
EL: 2540.22 M
z_ BOTTOM OF ROCK BOTTOM OF ROCK � M
6-IN PVC PIRR CROSSING
.� EL: 2539.66 .-, EL: 2539.60 � �_
z � �
C
2538 r SEE DETAIL 5/C4.70 FOR PAVER SEE DETAIL 5/C4.70 FOR PAVER 2538
M MATERIAL REQUIREMENTS MATERIAL REQUIREMENTS
cc
1, 8-IN PVC WATER MAIN CROSSING
ti
SEASONAL HIGH GROUND WATER
SHGW ELEVATION (EST., SHOWN APPROX.)
EL: ±2537.1 Revisions 10
2536 SHGw 2536 1
EL: ±2536.5
2534 2534
2532 2532
2530 2530
$ZpNAL E
2528 2528 568
04/15/2025
8-IN PVC SEWER CROSSING 9)E OF
DES W.G
3 2526 2526 Project No.: 123200
Date of Issuance: 4.15.2025
Project Milestone: Permit Set
a Roadway Plan & Profile
EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE N. Brody Ave.
2524 2524
Ln Ln f� f� CO N O O 00 1` N 1` co CO N U-) N U-) N " N ti N O O co CD
Ln r Ln r CO r 00 r CDr r r N N r r r O r M 00 CO Ln r M r r 6) 6) 6)
N N N N N N N N N N N N N N N N N N Cv Cv N
N N N N M M M M M M N N N ` N M N M N M N MT MT
- m Ln Lo Ln Ln Ln Ln Ln Ln Ln Lo Lo Ln Ln LID LID LID LID LID Ln Ln Ln
N Ln N Ln N LO N N N N U') N Ln N Ln N Ln N Ln N Ln N LO N Ln N Ln N Ln N Ln N Ln Cy Ln Cy Ln N Ln
Q 3 C\J N N N N N N N N N N N N N N N N N N N N
--- CC06
1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40