HomeMy WebLinkAboutC4.09_Roadway Plan & Profile N. Bartok Ave. SHEET C .12 5 I \ Sheet Notes: om
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`� I 47' O° 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO Q
co STANDARDS FOR PUBLIC WORKS CONSTRUCTION ISPWC CITY OF MERIDIAN
33' ' I STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS AREUJ =
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ti5 B1 L21 % I I I PERMITTED WITHOUT PRIOR APPROVAL.
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STA: 18+71.87, OFF: 16.50'L � � rn � STA: 18+71.87, OFF: 16.50'R 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
B1 L2 SEE ENLARGEMENT 1/C4.55 i 1 TBC: 2546.12 I m T _ TBC: 2546.12 B9 L1 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
STA: 18+69.87, OFF: 16.50'L 5•1TA: 18+69.87, OFF: 16.50'R �+ CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
I TBC: 2546.23 ' STA: 18+89.215.1 TBC: 2546.23 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
co I I +\ BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE
\ i STA: 18+61.24, OFF: 14.52'L 19 STA: 18+61.24, OFF: 14.52'R + FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE I
TBC: 2546.23 L9 TBC: 2546.23 \ �+ 254 TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
\ 00 -x-x x x x- SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
/ STA: 18+55.14, OFF: 13.00'L 5.6 5.6 STA: 18+55.14, OFF: 13.00'R FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
I
\ ; TBC: 2546.23 I \ STA: 18+69.87 1 I TBC: 2546.23
N B1 L20 STA: 18+51.14, OFF: 13.00'L R1� STA: 18+51.14, OFF: 13.00'R
3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
TBC: 2546.23 5.2 TBC: 2546.23
4,3i2-SF~ 5•2 I FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
STA: 18+42.68, OFF: 13.00'L I 13' R1 I r7l�Tk
WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS
TBC: 2545.72 1 R 3 ;,foi
STA: 18+32.20, OFF: 13.17'L 1 41 I 18+32.20, OFF: 13.17'R 4.4 J a� \ 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, �
N J N J r J LO J ® a wa ® CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
o f To
a?o o TBC: 2546.16 I TBC: 2546.15 �o co o LO 0 "daa
r _ N J STA: 18+44.81 I N J CV J M J L `9 rn J �LO AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
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(D U LL U ILL. � �M Lo r r f� r F_ �CO V CO co LI) �O m O LL U L.L_ C.J LL � CD L U
L„LL Ln m o m O LC) Ln r N co r J STA: 18+37.81 l cfl r Lf) Ln LC) o Ln CIO m o m O Ln Cn 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
ULL �Nr Nr Nr Nr C\J Q IN r Q
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LLI li LL c:;LL V)r 4.1 LO L:L LL �,�- LL o U_ �, LU Cr LJ_ �,, L.0 THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
-- Q U LL LC) Lf7 U LL U LL m O N - / \ N r U LL U LL ..LL U LL - U LL r Q. C9 CO CD
O - -� m _. CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
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6; mo moCd ILL.LL_ / 4.6 f�Lmi mo - M = ti 18 c�
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-- - 5.2 4.1 can =o CO
M/ /H 5.6 !1 s, IV% Q'' M/ 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
T 5.2 �
w 5.1 OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
5.2 o SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
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oa„oa
+ ALLOWED ABOVE THE MAXIMUM SLOPES.
STA:3+45.22 5.3 - 5.1 M.8 a
STA: 3+89.62 5.2 2546 5.8
STA: 3+14.47 STA:5+04.95 STA: 6+45.78 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
254 STA: 3+64.56 4 00 STA: 3+95.95 STA:4+98.62 5+00 STA: 5+30.01 6+00 , MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
M- 8 5.7 �' ' - co I - �- RAMP 2%MAX
R6 �O STA: 17+87.14 - �, -
S ,8 5.2 4 6 "' STA:4+47.28, N. IJAK I UK AVL. = r 6 4 BARTOK AVE. ( )
25 N 4.6 8 5.2 STA:5+49.35 N. BB -
J 2548 ■
3 5.2 5.2 Roadway Keynotes:
5.2 ---- cr
�, _ _� CIA 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
n/si `�<s n/sj INFORMATION.
4lll � or or,-�-o�-moo
w-O Lq - -oo- 'o r r-r- -o- -C�- - cc o� m-o U-1 _ _ _ _oc_ 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
2 Lq `� m `� r M 4.1 LL / M "� r Ln `� o r 1 0 Lq 0 BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
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LL_ _ ¢ o- _`�- o_ -� " M_� ��� / � o o ¢ I r Q REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
W- - - O)- o -O �- -0- -O. NOo�M LL -LL --�-0- 4.4 - - LJ.J- 'k -,y- L:L - LJ.J-
-L.LO c0 Q N U_ C.O N T co o r CV N N N O/C) O LC) _ LL 00 U U_ CD it O 0
= O N LL co L!") M N N N co O O 4.6 / CO M N M Lri c0 M _______O_ O O
O U O0 L!7 O N� Co~ CV CA N CV o + 4.1 4.1 r C?�N CV r co N M Cp - N r 6?6; _ ��___ 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
r Q LCj MT - CO CID LO + CO M / CON O r Ln + LO + N� N O O O LI7 MT CO 00 Q -______ CO c0 (.O Q
T Lo + N� + N co o+ m �`! �' r N LO N Ln U-) o LP) o _ _N r` THICKENED EDGE ALUMINUM WITH 6 INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
1 26' `� + `�' + v`� "' v"' N" `fl L" `o"' 2 `� DECALS NO PAINT. INCLUDE SIGN THAT STATES "THIS
N M N M N M U Q N N l f) U Q U Q N N L(� N 2 5 4 6
IN IS ROADWAY TO BE EXTENDED
Ln + L(") m N M C~n m m LC) + C! + N LO U Q LUC) + LUr) + Lo
NM m� L + m� �N m� c,Q I m� m� �"' �"' m� NLn NCO IN THE FUTURE".
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m� C0a �Q �� C4.70 mN ■
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~ ��„ I STA: 17+42.09, OFF: 13.17'R ~Cn ~") 4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
STA: 17+42.09, OFF: 13.17'L TBC: 2546.15
TBC: 2546.15 I I I \ \ , 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
STA: 17+23.15, OFF: 13.00'L m R13' 13'0C CD STA: 17+23.14, OFF: 13.00'R WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
TBC: 2546.22 I I r \ _\TBC: 2546.22 B5 L2 B5 L3 B5 L4 , B5 L5
/ I 5.2 STA: 17+19.14, OFF: 13.00'R 4,00o SF 4,00o SF 4,Doo SF 4,00o SF 4.2. INSTALL PEDESTRIAN RAMP TYPE IV" PER (ACHD SUPP) SD-712E, WITH
/ STA: 17+19.15, OFF: 13.00'L TACTILE WARNING SURFACE TWS FOR PEDESTRIAN ACCESS ACHD SUPP
B1 L2 TBC: 2546.22 R1�- ol, TBC 2546.22 ( ) ( )
\ STA: 17+13.05, OFF: 14.51'R SD-712.
/ STA: 17+13.05, OFF: 14.52'L o \ 4
/ \ TBC: 2546.22 g + I TBC: 2546.22 ,
/ 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER (ACHD SUPP) SD-712H, WITH
/ \ STA: 17+04.41, OFF: 16.50'L r T l STA: 17+04.42, OFF: 16.50'R 2545 = TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
\ TBC: 2546.23 5.6 5.1 _ TBC: 2546.22 y j SO 712.
\ STA: 17+04.42 °C STA: 17+02.42, OFF: 16.50'R
STA: 17+02.41, OFF: 16.50'L \ 5.1 ao TBC: 2546.08 \ 4.4. INSTALL CONCRETE SIDEWALK PER (ACHD SUPP) SD-709.
\ \ TBC: 2546.08
V °C STA: 16+95.08 �
33, m �s /j 4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER (ACHD SUPP)
\ I I o \ >� , /i/ SD-710C.
N
v v I N v ���ti� �!!2�°5
\ I h 47 4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7/C4.70.
LU
2544- � 5. CURB AND GUTTER
ald a Elld b alild b Id \ � dPI aHld„ti 5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
25 `Js / 5.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER (ACHD SUPP) SD-701 R.
C') I / i �� �ii `i-�R/ 5.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702.
aal� G aal9,z G �IH� - -
2544
ii i
SHEET C4.14 �I / / j j / ���i/ ti5��// 5.4. INSTALL REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R.
R1 I iRRri I 1 5.5. TRANSITION FROM ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702, TO
3-IN REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R. r
\ Roadway Plan & Profile - N■ Bartok Ave. 0 20' 40' 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.
5.7. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH C
2554 2554 TRANSITION.
N. BARTOK AVE.: Sta. 3♦OO - G♦80 5.8. INSTALL VALLEY GUTTER PER (ACHD SUPP) SD-708.
HORIZONTAL SCALE' 1" = 20' ■ 0 c
VERTICAL SCALE: 1" - 2' , 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 cli cc
2552 2552 6. STORM DRAIN
m � rn , 6.1. INSTALL INLET CATCH BASIN TYPE I PER (ACHD SUPP) SD-601.
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co � M � � � � � 6.2. INSTALL 5-IN CONCRETE APRON PER (ACHD SUPP) SD-709. ■�
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Lri y
2550 co C N Cn N m , 2550 6.3. INSTALL 1000 GALLON SAND AND GREASE TRAP (SGT) REFER TO DETAIL ■� O
N o w CD w C3 L, o '-'-' co + � 1.2/C4.70 FOR SEEPAGE BED SIZING INFORMATION.
+ 00 � Lmr) oNo o `�
co+ Cs~) o L+ 00 co ) N 6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70. ■-
C N Q M Cq CO Lf7 CD LO C3 W
-Li "' < „ Q Ln m � , 6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/C0.01 CONCERNING
2548 w co w m cm7 w CO C\J CD w , 2548 POTABLE/NON POTABLE WATER CROSSING REQUIREMENTS.
C'3 W
FINISH GRADE , 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS. O
4.6 AT CENTERLINE 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70.
-0.67% -0.67% -1.00% 4.6 co 1.00% cc _C3
0.50% .63%
2546 -1.50 0 o � j.95°/,° 2546 6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. c�
0.00% 0.00% 0.00% 0.00°i°
TOP OF ROCK SEE CURB DETAIL 6/C4.70 TYP. EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP. mow cc M
EL: 2544.85 EXISTING GROUND °O
14_�TOP OF ROCK
AT CENTERLINE c M
--------- - z_.-
�� I- I M , AREA21 0 ���oCL EL: 2544.85 ---- ------- ---- ----------
M •-
2544 o \ -" BOTTOM OF ROCK 2544 Q�
CD
EL: 2543.52 �
BOTTOM OF ROCK "If TOP OF ROCK
EL: 2543.52 SEE DETAIL 5/C4.70 FOR PAVER
MATERIAL REQUIREMENTS EL: 2544.79
z BOTTOM OF ROCK Revisions 10
2542 M EL: 2543.46 2542 1.
T° 8-IN PVC WATER MAIN CROSSING
M � SEASONAL HIGH GROUND WATER
-� ( ELEVATION (EST., SHOWN APPROX.) - 8-IN PVC PIRR CROSSING
2540 SHGW = - 2540
EL: ±2540.3
12-IN PVC GIRR CROSSING
2538 2538
■
2536 2536
■ �'y��G SAL
2534 , 2534
568
04/15/2025
qrE OF �pP
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W.G
3 2532 , 2532
Project No.: 123200
Date of Issuance: 4.15.2025
8-IN PVC SEWER CROSSING Project Milestone: Permit Set
Roadway Plan & Profile
CO
EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE N. Bartok Ave.
2530 2530
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N N N N N N N N N N N N N N N N N N N NC4mO9
3 03 N N N N N N N N N N N N N N N N N N N N
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