HomeMy WebLinkAboutC4.05_Roadway Plan & Profile N. Brock Ave. Sheet Notes: 0
J uu'u"V J uu'u"V uV uuiuuV uu'u"V 1 uu'u"V I B9 L1 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO Q
I SHEET C4.01 I STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN O
o I I 6,60o s STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS AREUJ =
47 I i M I I PERMITTED WITHOUT PRIOR APPROVAL.
C/D = Q oc
�, I
B1 L4 _ � I m ��R`L I I I I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
5,099-SF � I / I I y I I CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
CID
a I I I I �, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
' I / 00 � z I I BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 7
STA:4+47.28, N. BROCK AVE. = Z I I I
STA: 7+42.14,W. QUINTALE ST. � I STA: 7+98.31, OFF: 16.50'R a FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE
I I I Or I TBC: 2542. 33 I „JI p I I TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
- STA: 8+15.64 I �'o /�\ F- I I SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
B8 L2 B8 L3 B8 L4 B8 L5 B8 L6 B8 L7 B8 L8 v Ln
STA: 7+98.31, OFF: 16.50'L I 4,50o SF 4,50o SF a,5oo SF 4,500 SF 4,500 SF 4,500 4,500 SF I N- `o,3 I I FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
TBC: 2542.43 I I 5.1 5.1 I I 1_
ZZ STA: 7+96.31, OFF: 16.50'L I m STA: 7+96.31, OFF: 16.50 R I m o` cc
\ 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
SEE ENLARGEMENT 1/C4.51 TBC: 2542.54 i �� TBC: 2542.54 ti J cl� I \ FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
co J C[ r`J CD J co J O J co J ti J (M J C I Cl)
\ I / WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS
r�O / �J ND I I 5.6 I Lf)Q N O CJp MO OR O MO NO Lf)r CO \ ,�`,
Cu LI) Co J L'�J O N I�J C,o J N Lf) N LO N Lf) J M J CAI lf? Co J O J LC)J I�J N .. B2 I- 1
�co 5K°' o N v� Lf)o I I Ln N �co Ln co „;c� �o � o �� o o �- �o �m C?o Lin cR �o v� I � _ I \ � 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, /��1�
N N Lf1 �COO N T R`�1 R i Lf) LC) Lf) Lf) N T Lf) N T Lf) m O I C/) - \ 6,27,3-�
LL % CO B1 L3 N r Cfl , 1� I "',.:� "'L:L: `",.:� C.0 `"L:L N C.6 `"LL. L:L C6 L:L: CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
LL_ Lh r G..0 LL (,�LL CU LL U LL Lf) (�LL Lh U LL LP U LL Lh r W
m 0 / N T U_ C�U_ N T N .. m 0 m U_ CO0 N T N T m O N T m 0 N T m O N T m 0 N ..
Lu LL 5,693-SF m o m O L:L: I LL _ L.L. LJ_ L:L: LLi LL L:L: LL I AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
.. .. U LL r r CU LL d LL C%� C�LL Cn OD U LL 00 cn LL U LL O
�! ¢ CnO QC\; ~�, Mo 5.2 3 __ m0 0 o co MO 20 CD ,� m0 1` m0 N mo + �y
0 0o w o N cfl �� Rr3' 5.2 I ~ Lri o v ao v v o ~ao - LQu ~ao O ~ N F v M
- - -r- m � - - - - - - - - -co- - w _ ti COr m
- - o - - - _CD_ - - -o_ - - Ln - - a). _o_ - r - - - - - - - - - _r`_ - - - - - o. - - - - - - -- - r`_ - - - - - - - - - -o_ - N. - - - -- 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
+ 4.4 M + + - - � 26�, o- - - + + + Lri � � + L6 _ + r �- - -� �- 1 M o Ln Ln Cl) Ln N CD m THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
-Q _ Q-�„ ¢ �?1ald�`' + �.,° + Q Q Q + + a 4.4 + Q Q + a + a + "'
2 j Ln _� LJJ - - - _Q- -a M _ - - Lf) - - - - - - - - - - I,- - `D - - - - - - - - - � �_ - - - - - - � - - 25gr_- - - - � - � - mac, CONSTRUCTED PER SECTIONS 305 AND 3060F THE ISPWC.
- - Cn
-cn- - - T ZD- - - -� Q ¢ - Cn- fn -V)- - Q-Q fn- - - - - - Q r Q - Q Q
I � � d MLI Md Md d M Md M \ �
_ Pedestrian Surface Notes:
5.3 4.6 w 5.3 1
I - 4.1 4.1 � __
°`' STA: 8+39.95 I °
i 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
STA: STA: 5.7 - - °
3 � � M��8 M��8 M��8 � � OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
\ I STA: 3+80.22 �' STA:4+21.45 STA:4+71 \ 5'3 cc
5.4 SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
I I 312 STA:4+94.35 2542 j
3+00 N. BROCK AVE. 4+00' 5+ STA: 5+44.44 6+00 �, N. BROCK AVE. 7+00 5 5 8+00 / ALLOWED ABOVE THE MAXIMUM SLOPES.
_ _ _ STA: 7+64.91
- - N N - I f I- - - 7� - - �- - I f I- /
STA:3+10.47 4.6 STA: 5+14.34
STA:4+00.23 0 / 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
SS 8 SS.. 2542�SS"8 - 5 y ® / MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
STA: 7+84.91 STA: 8+05.78 RAMP (2%MAX).
5.4 �
5.3 w 4.6
2 o - ,d ' �' Roadway Keynotes: �O
m I 6.4 �`� r �O m m m m m /
o - L1J m-°C oC oC m Lon o� - LJJ-� Lon _ _ _ / 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
•� -� -T -0- -p[ LL LL LL1- -CD C LL LL LL L ��
-- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - +++ - - - - - - o
m �- 0 1 _ o 0 o co co co co m m
Ln Ln Ln l r N Ln Ln Ln r r �__ r INFORMATION.
4.4 I cfl-LL `� � I I r co CM co :� 4.4 T o Ln cc
LL r T 5.2 26 LL U_ U_ LL LL O Co
L - LL - - u - Lu - - - - -LL- Lam- LJL LL- L:L: - - - - - - -L:L:- - -U- - - - - - - - - - - - - - - -U- - - - H I- - U- - - - - - - -U- - co RI
Vv
L� - M Q 25 U_ LL - - - R13' g g` 5 2 - LL- - 'LL LL LL - - - - - -� Q - - _ - - - - - - - - - -� - - ,�- -T / 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
O co cD o q3 O o o O 6.4 + + R1 U_ O O O Ln 00 M o M M co M 2542 Ln T LL r m
CIDI o _ - r M Ln �co 6? o o ' BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
N CO m c4 r` O o LD o _o v 11: a w ti
co N N Q 00_� M N N I'llLf) LO ti m co ti o cD o Cb �N Ln N Q r- M Co � LL "' ' REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
N r N 00 Lf) N Lf) CVO N LP + LP + LP + LP + LP + N M N I O Lf) + M N O CT I I C.o ti Lf) N T CD N r O /t`
N M r- C3) O C3� O GV Lc) GV Co GV Co GV ti N ti N _
Ln + o Rr �1 N v v r vCID M LL'25�2
L17 + U Q L17 + N co N co N M I � R \ \ I CC lf) + N� N LC) N LC) U Q 2543 U Q U Q ` U Q U Q � + �M M[b�o)
"'"' co~ "'M �,Q I I m m� m� Z m m Lf) + N r _ _ o ' _ 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
UQ H(/) UQ UQ mH UQ \�N UQ,c-DQ UQ H(/) H(/) H(/) ',,H(/) H(/) N'� N I� o) N T - - CD O
m� m _ c�Q m m m �;Q �;Q Ln + �co THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
�C� �C) HC/) COH HCl) I 5.6 I CD m� HC./) �Cn HC./) CO� m� Nti LL M00 r-
\ ~ / C4.70 ~c/) O T N ` .M DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED
STA: 6+87.98 OFF: 16.50 L
--- -- c> o
�� tiN in �°' ' IN THE FUTURE".
- - -- I I STA: 6+87.98TBC 2542 54 M_o U Q Lf� + y
T N M
2544 TBC: 2542.55 I 5.1 I + CO�
B1 L2 B2 L2 B2 L3 B2 L4 B2 L5 B2 L6 �"co N B2 L8 Q 4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
_ TBC:2542.47
STA: 6+85.98, OFF: 16.50'L I m I U Q 'j� 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
2541 � STA: 6+85.98, OFF: 16.50'R 5,923-SF 5,927-SF 5,930-SF 5,934-SF 2543 5,935-SF m� 6,366-SF
- - TBC: 2542.47 ~") B2 L7 WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
- - -- - / B1 L1 I N STA: 6+58.64 5 822-SF
N --__--�_ 4.2. INSTALL PEDESTRIAN RAMP TYPE "G1" PER (ACHD SUPP) SD-712E, WITH
- ---- ------------ -2543- TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
V A\ I 47' I j SD-712.
2544 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER (ACHD SUPP) SD-712H, WITH
2545 \ LL, I 33 �S� \ / N TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
\ m
\ 1 SD 712.
m I I \ \ 4.4. INSTALL CONCRETE SIDEWALK PER ACHD SUPP SD-709.
ald��9 \ Cry I �, I ( )
Pi / I ___
�� \ __ -------_ 4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER (ACHD SUPP)
---- d„9 a dUld 9 �I�JId 9 1i�Jld 9 a HHId 9 �lald 9 �I�JId 9 a SD-710C.
----- -----
--- -- - �
\ i 2544 \ 4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7/C4.70.
J,
5. CURB AND GUTTER
Roadway Plan & Profile - N■ Brock Ave. 0 20' 40' 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.
Horizontal Scale: 1" = 20'
5.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702.
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. BROCK AVE.: Sta. 3♦OO 9♦OO 5.6. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP)
HORIZONTAL SCALE: 1" = 20' SD-701 R,TO 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
VERTICAL SCALE: 1" = 2' c
5.7. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH
2548 2548 TRANSITION.
5.8. INSTALL VALLEY GUTTER PER (ACHD SUPP) SD-708. C O
5.9. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP)
SD-701 R,TO 3-IN REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R 1
N M
2546 + N N r co r m + Tco
2546 cc
6. STORM DRAIN
co LQ
N CD N N ° C\J M L" N a v 6.1. INSTALL INLET CATCH BASIN TYPE I PER (ACHD SUPP) SD-601.
Lf) O MT
O O C\J � C7 H Lf) C/) CV lO
m -Li
_
m -Li � ; a v a a ; m Cs LU + M 6' 6' 6.2. INSTALL 5-IN CONCRETE APRON PER (ACHD SUPP) SD-709. ■�
C'3 U-1 (l) N C) N N N N C/) CV C/) N C7 LU f` M
mJ °° J mJ mJ m J mJ mJ Q � + g + v y
2544 Cs LU WE
cs LU CD LU CD LU CD LU c� u1 C� LU FINISH GRADE - W N Q co o 2544 6.3. INSTALL 1000 GALLON SAND AND GREASE TRAP (SGT) REFER TO DETAIL ■� O
AT CENTERLINE CD L J W N � N
1.2/C4.70 FOR SEEPAGE BED SIZING INFORMATION.
4.6 J y
EXISTING GROUND cs LU `� L" 6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70. ■-
-0.56/° 2 O1 -1.00% 4•6 �, � 1.00% g5/° 0.50% AT CENTERLINE
0.00% ° ° o 0.00% 1' ° -0.51% 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.
SEE CURB DETAIL 6/C4.70 TYP. M
M O
_ -- ----------- - '1.96% 0.00% 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS.
---------
---------- - - ` / ti TOP OF ROCK
AREA 17 SEE CURB DETAIL 6/C4.70 TOP OF ROCK M o 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70.
EL: 2541.19 Ln o
EL: 2541.19
p r ,
2540 BOTTOM OF ROCK 2540 cc
6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. = (
EL: 2539.69 TOP OF ROCK o - AREA 16 : o N EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP. N
BOTTOM OF ROCK EL: 2540.21 z T
00
EL: 2539.69 _ SEE DETAIL 5/C4.70 FOR PAVER 6 IN PVC PIRR CROSSINGcc
TOP OF ROCK z MATERIAL REQUIREMENTS BOTTOM OF ROCK
QU S
EL: 2541.10 M EL: 2538.96
2538 -- z 2538 Cc
BOTTOM OF ROCK 60 o
EL: 2539.60 Cl) SEE DETAIL 5/C4.70 FOR PAVER � � �
11--12-IN PVC WATER CROSSING SEASONAL HIGH GROUND WATER M MATERIAL REQUIREMENTS
ELEVATION (EST., SHOWN APPROX.) Revisions 10
2536 SHGW_7 - 2536 1
EL: ±2536.5
SHGW
EL: ±2535.9
2534 2534
2532 2532
2530 2530
$ZpNAL E
Ir
2528 2528 568
04/15/2025
S� �O
CA
q)E OF ^1
`9�ES W.G
3
3 2526 2526 Project No.: 123200
Date of Issuance: 4.15.2025
k"-8-IN PVC SEWER CROSSING
Project Milestone: Permit Set
a Roadway Plan & Profile
EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE
2524 2524 N. Brock Ave.
r- CD Lf) M M M M O M `r Oo Oo Oo Oo t` t` t` t` CD CD CD
N N O O O ti co co LC) LC) LC) LC) V co N O (� 0) O
MT
00 ti CD In � O (T (T (T O r � L17 V M N r O O W 1` CD Lf) � O O
N N N N N N N N N N N N N N N T
L!7 L!7 LC) LC) L!7 Lf) LC) L!7 Lf) L!7 L!7 Lf) Lf) L!7 L!7 L!7 Lf) L!7 Lf) Lf) LC) Lf) V Lf) V Lf) V Lf7 LC) LC)
N LC) N Lc) N LC) N LC) N LC) N LC) N LC) N LC) N LC) N LC) N L!7 N L!7 N L!7 N L!7 N L!7 N L!7 N L!7 N L!7 N L!7 N U') N U') N Lf) N Lf) N Lf) N U') N Lf) N Lf)
Q 3 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 CV
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 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
CC05