HomeMy WebLinkAboutC4.10_Roadway Plan & Profile N. Bartok Ave. Sheet Notes: 0
' I i I I 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO Q
\ 3SV3 UHDV/ STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN SHEET C4.02 STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE
j I PERMITTED WITHOUT PRIOR APPROVAL. O
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y I B4 L2 Cr 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN = a
6 600-SF � � / � �
Z- 47 I APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
2
CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
\ 3 f I I �- 33 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
2544 I °' I 2S BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 7I�
(N" I 4g FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE
2545 I `�' ao STA: 8+49.28, N. BARTOK AVE. TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
xxx x-x-x-x-x-x-x-x-x-x-x-x I STA: 12+35.66,W.TORANA ST. / / / / / /� j / SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
7-7 STA: 12+91.83, OFF: 16.50'L I t I I / / //��/ FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
TBC: 2545.69 STA: 13+09.16
3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
STA: 12+89.83, OFF: 16.50'L I I STA: 12+91.83, OFF: 16.50'R 25��/ I / / //�// /// / FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
5.1 5•3 I I TBC: 2545.48
ao R2� WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS ;,0,
TB : 2545.80 i� ISTA: 12+89.83, OFF: 16.50'R / / 25C� + I TBC: 2545.59 C\J/ / / i / i�/ 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, �
A �/5qb CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
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AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
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v )r N LL ; c,LL p�1� Rr�, I "' •• `� L:L_ %/j (" `Z5 N 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
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LL / Uj m CD THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
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_ o I o M 4.4 aIII ,� N CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
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+ � '�' - + Q aO 5 2 26' 1 + O° + Q I TEMPORARY INFILTRATION BASIN #1
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Pedestrian Surface Not
H M/a Ml �`9s, ���' �� EI H I ACHD EASEMENT 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
5.1 5.1 4.6 - w % �� 2545 OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
4.1 SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
15.4' _ ' 4.1 � I ALLOWED ABOVE THE MAXIMUM SLOPES.
M118 M118 5.6 5.5 M118
STA: 8+14.12 /
M' T STA:9+16.35 5•3 3 I 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
7+00 2546 N. BARTOK AVE. STA: 7+82.22 8 00 STA: 8+23.45 STA: 8+73.12 9+ 0.-- _ 10+00 I MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
-1 � CO. -� ��
STA: 8+02.22 � ' � � � RAMP (2%MAX).
SS.. - 2546 S„g 5.4 4.6 STA: STA:STA: 8+79.45 4.6 �g i
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- 4.1 4.1 5.5
--
/ STA: 9+82.78 I Roadway Keynotes: #
4.6
/ I I 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
rr - - - - - - - � INFORMATION.
10 / , 'cc co ��� oo ��'O 5.4 LO
- �- o o r o -o w 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
- - - - - -T - - - - - - - - --1� -- -o. - � - .oc - (o - - - - -o- - - - - - -a�- -� - - - - -
> o� `� I `r Ln -� C)Lf? r o� `� Lq `r o BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
> N I 4.4 I U_ '� (o U_ N 26' U_ `r U_ 4.4 (W„ 2 REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
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6' Ln I "'o L"M I `� 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
N v(�" ��`/%/ v N O° rn o I rn `� rn ¢ Li THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
+ �h / // N coN ' rn O N°+° I I 5.4 1�� 5.4 I I N co LO N M N M I DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED
- 2546-N(o cN�¢ / /// <�¢ N r± L�r� + 'LO + ci¢ I RyJ, 00
> -- m� / / �� /// mF- Nti Nao 00 I m� `` °. m B3L9 = rn I M� IN THE FUTURE".
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~ (" 4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
co
,j j STA: 11+82.16, OFF: 16.50'L I I I I STA: 11+82.16, OFF: 16.50'R m¢ 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
FUTURE PHASE
i ,j j�� 'TBC: 2545.43 I I 5.5 STA: 11+72.16 TBC: 2545.43 I ~ WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
o" B5 L5 B5 L6 j�i �ii� B5 L7 c,�5 B5 L8 I STA: 11+79.50, OFF: 16.50'R
4,000-SF ,4,00o sF, �i i� 4,00o sF 4,00o sF I I I I TBC: 2545.22 I 4.2. INSTALL PEDESTRIAN RAMP TYPE "G1" PER (ACHD SUPP) SD 712E, WITH
�� I °C I TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
i i / / STA: 11+79.50, OFF: 16.50 L _AeI 5.3 I SD-712.
LU � Z �ii�� ��� TBC: 2545.30
H // 47 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER (ACHD SUPP) SD-712H, WITH
SEE ENLARGEMENT 4/C4.53 i I 33' I I �/ TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
I I SD 712.
2�L5�� IOC I y I I I 00 I(zo I 4.4. INSTALL CONCRETE SIDEWALK PER (ACHD SUPP) SD 709.
4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER (ACHD SUPP)
B3 L8 I SD-710C.
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I I s,soo SF I 4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7/C4.70.
5. CURB AND GUTTER
Id Pi atJld b / alild b Id UHId"t d ■ - - I i 1111111111 IN oil -I - - - - - ■ / I 5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
o I I SHEET C4.03 /
+ I i / 5.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER (ACHD SUPP) SD-701 R.
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.
Roadway Plan & Profile - N■ Bartok Ave. 0 20' 40' 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
Horizontal Scale: 1" = 20'
5.6. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP)
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 Cc MIJ
2554 2554 TRANSITION.
N. BARTOK AVE.: Sta. 6+40 - 10+'20
MIJ
HORIZONTAL SCALE: 111 201 5.8. INSTALL VALLEY GUTTER PER (ACHD SUPP) SD-708. O
VERTICAL GALE: 111 = 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 1
2552 2552
6. STORM DRAIN cc
r �
6.1. INSTALL INLET CATCH BASIN TYPE I PER (ACHD SUPP) SD-601. O
r- + 6.2. INSTALL 5-IN CONCRETE APRON PER (ACHD SUPP) SD-709. ■�
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2550 + ¢ � N N 2550 6.3. INSTALL 1000 GALLON SAND AND GREASE TRAP (SGT) REFER TO DETAIL ■� O
C6 N m J m LO 1.2/C4.70 FOR SEEPAGE BED SIZING INFORMATION.
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6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70. ■�
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6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/C0.01 CONCERNING
2548 `*- �' U3 N 2548
CD w C N U) � a Q m POTABLE/NON POTABLE WATER CROSSING REQUIREMENTS.
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FINISH GRADE 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS. CA O
6.50°/ AT CENTERLINE 4.6 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70. cc _C3
2546 , 0.63/° 2 ° -1.00% M 1.00% ° 0.50% 0.50% 2546 6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. co
r3� 0.00% 4 6 ° °.o ° 1.95/° -0.50% EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP. M �
0.00% / 0.00% 0.00% - ----
EXISTING GROUND SEE CURB DETAIL 6/C4.70 TYP. -- � CO
------- -- AT CENTERLINE - -- ------ --- - � �
-- - -
2544 - TOP of ROCK- cl� T M 254420
e+ EL: 2544.43 \ r AREA 12 - o EL: 20544.400 K
BOTTOM OF ROCK Y
W , EL: 2543.18 \
h SEE DETAIL 5/C4.70REQUIREMENTS
FOR PAVER BOTTOM OF ROCK Revisions 10
2542 , ^\ MATERIAL REQUIREMENTS TOP OF ROCK EL: 2543.15
\ -�\ EL: 2544.34 2542
1.
BOTTOM OF ROCK
SEASONAL HIGH GROUND WATER v EL: 2543.09 6-IN PVC PIRR CROSSING
ELEVATION (EST., SHOWN APPROX.)
�_8-11\1 PVC WATER MAIN CROSSING
2540 , I 2540
SHGW
EL: ±2539.8
2538 , 2538
2536 2536
�y$ZpNAL ECG
2534 2534 568
04/15/2025
^�8-IN PVC SEWER CROSSING )E OF ell
�r DES W.G�
3 2532 2532 Project No.: 123200
Date of Issuance: 4.15.2025
Project Milestone: Permit Set
EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE Roadway Plan & Profile
2530 2530 N. Bartok Ave.
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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 9+40 9+60 9+80 10+00 10+20 Cl4ml