HomeMy WebLinkAboutC4.03_Roadway Plan & Profile W. Quintale St. Sheet Notes: 0
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO Q
4"NIK 4"NIFi Id 4"F'IFiFi STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN
4"F'I d P' 4'f IFili 4'F'IFi Id PI a 4'F'lliFi a PI 4 F'lliFi F'llili - O
STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE
I .11 .4.
SHEET C4.10 \ \ / \ \ PERMITTED WITHOUT PRIOR APPROVAL.L L' .
72. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN = a
Lyj APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
33E 7:/,1--7 /a I I _ \ \ CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
B1 L2 I II I m , THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
47 cc: 25g9 o BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 7
TBC: 2545.92 I I p~C I \ 2Sgg FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE I
STA: 3+45.22 I TBC: 2545.92 , TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
STA: 3+59.56, OFF: 16.50'R m STA:3+59.56, OFF: 16.50'L W
I I s SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
TBC: 2546.23 / I �n Z' I 1 TBC: 2546.23 , cc FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
STA: 3+64.56, OFF: 16.50'R 60 I STA: 3+64.56, OFF: 16.50'L
1 \
3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
R11' Rr� B1 [19J B1 L20 B1 L21 B1 L22 B1 L23 B1 L B1 L25 B1 L26 B1 L27 B1 L28 FUTURE RIGHT-OF-WAY SHALL BE RE EXCAVATED TO NATIVE SOIL AND BACKFILLED
5.2 5.2 3,36F-SF 4,372-SF 4,372-SF 4,372-SF 4,372-SF 4,372-SF 4,372-SF 2,186-SF 4,372-SF 4,372-SF , 4 WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS ,�0,
to Rr 254� SEE ENLARGEMENT 1/C4.55 %' 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, /����
W , I R 3 I I --- --- --- -- -- -- -- --- - - - , CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
To
"' "' "' \ AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
ca I 4.2 " " 4.2 I m
L C J J co J N J r 0 C v 0 \\ O J O J O J N co J , O J
LO b � I cfl Lon '�L" C6 \ C6 LO o� o ti p- T ti Lori `�0 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
Lr� �J C 0 J I co J C.O _Co C7)J C7)J - L{') M O J ti
�co p- p - �co " - �Co Lf>r LO M - �C,p ram - LC)� ~ M N� �r�L(7� � - �Co
LO r O- O-Lf)r 26 I I O LC)r N .. N .. O LC�r O LP r N O
�, cc LO " N ,r,T N ,�r N _ , Ln r THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
N Co r J (o N .. L.L_ L.L_ Co Lf� CV .. Co Lf�
LL STA: 17+87.14,W. QUINTALE ST. = o l I o LLo c� c:�LL C�LL Ln c� ozs c"'i> Ln c i `�' 6 H= �r c�� c�u �C. " CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
U L.L. Ln r Ln r U L.L. m O m 0 N m O U) U LL.
N .. N .. m0 O LnLn NT m0 N .. m0 LU Q N .. m0 ULL m0 m0 NT
o LL LL STA: 4+47.28, N. BARTOK AVE. + �; LL = LU LL m o ~,� , o
ti C-3 LL_ C-3 U_ i / \ I LL ti m N LL 4.4 LL v __ oo p 00 C D LL_
cp Mo Mo v / 4.6 \ NT mo 00 mo co o mo m ti Mo O mo m
I.:L. 00 00 H CV T = H N CV N C\j TO M H
0 O O I/ \I m O CX� ti + + Co \ O Q C0 N 00 Cy 00
TF- + + + ti + 4.2 + + CP
+ U' '' 00 �° °� p + p -+- - - N - - - - - - " - - - - - - - - N - - Pedestrian Surface Notes:
- - _ - - - - - - - - - -N- - - - - - - - - - T - - - - - - p - - - - - - - -N- - - - - - -N- -�-
- m cam\ ti Q 4.2 / '4� h I \ N + Q-¢ + + CNJ O Q +
m ¢ � Cq
Cn 5.2 - - - Q _ 2L - - - Cn
m "' °° "' M 1 "' , m7
1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
m m T m Cn N `" N OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
r R R/W 4 2 C0 5 2 /W R R/W R/W R R/W R R/W R SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
M T3
ALLOWED ABOVE THE MAXIMUM SLOPES.
�
5.2
2546 5.2 "` 54l 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
5.6 - 5.6 72546- g��W 8"W 8"W �'�� 8"w MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
STA: +95.08 STA: 17+29.48 STA: 17+35.81 STA: 18+89.21 W. QUINTALE ST. STA: 20+72.21 r 22� RAMP (2%MAX).
17+00 ✓ 18+00 STA: 18+37.81 STA: 18+44.81 19+00 ---- 20+00 21+00 STA:21+13.08
-
STA: 17+04.42 4.6 4.6 - 7p �+ p 4.2 p p
S SAN " " °" 8"SS 8"SS 811SS SAN 8"SS " U"SJ U"SS Roadway Keynotes: ✓ v
STA: 18+69.87 U U U
5.1 5.6 5.6 5.1 2546 5.1 1 `n- - \2547
5 2 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
5.2 4 2 T �j INFORMATION.
w
R/W R/W - � R R/W R R/W R/W R/W R cc s Q m- R/W R/W R/W 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
°C °) °� 25�`� o ti m m ti m BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
0 0 - - - - -- - - - o� °C o� m m m Ln � Lq m
co m 5.2 �y �co o co 0 0 L00 0 o co r �_ co o , REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
\ mo / 4.2 \\ I Q,35� tea, tih�`O '4`9`SS I / 5.2 �. �_ TLL. � T U_- CO-LL T oc
_Lq -o!o 12"GIRR 1 ' "GIRR o =ii -o�''�fFffT• T - Ir�� -T- �� T� - - -o- -T- - o- - - -T- - - - - - - - - 0- -
O C, GIRR GIRR LL_ LL _2547L L:L: GIRR o ,.:� LL. LO o -m 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
8, CD--� LL r 8„P1QCQ 8„PI°Q Lo 8" Q �o „ � o Szr LO B`! o 0 0 coo :z„rop o „ `� THICKENED EDGE ALUMINUM WITH 6 INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
6' `" "PIRR o~o PIR O- N PI IP 8 PIR cy 1r rn N co 0 3 8 PIRR 8 PIRR -
\ 0 C. - Cl) N I� r- r_ I� r- li u
LL O LO O CV C1. \ N O ti N CT; CAM C= Lo O ui rl_C7 O O r N ti r N ti O Cn C'i v o LL_ DECALS. NO PAINT. INCLUDE SIGN THAT STATES, THIS ROADWAY TO BE EXTENDED
O rn o m ao M N co cn o v r` r rn
\ (o Co L.L_ I \ / I (o T - co (o (o W Q (o (o ti + N N r + ti T ti + u
00 0 _ IN THE FUTURE".
4.4 � + ; � + v + Lno Lnr � + v + ti
�� LL_ LC')0 Co� LC')0 LC')O LC')O = LU LC')O / LC')O 117 O "" f� f� N N L(� 117 r Co O
LC')Co C\J I� N� I % I N r + N r N r N r N N N N N N + +- N N N N r`0
+ N r N r � - I O r 11-�0O T = UL
LCJ O LCJ r U Q +
LO C.o UQ UQ I + UQ Nr UQ UQ UQ U UQ UQ UQ mNN�NN-mom-UQ UQ Lnr
N r M c~n M c i N�: I + I I C0 m C0 m Q m m m�-F- -�M-m m 2$qJ N N 4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
�m ci¢ �M �M �m �m �m �m �¢��d�-�cn �cn
�'Q I / m m a 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
26, _ I �Cn 3 � m�
m I 1 25R6 "' WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
r �
r 4.2 6.4 4.2 - C4.70
p° , 4.2. INSTALL PEDESTRIAN RAMP TYPE "G1" PER (ACHD SUPP) SD-712E, WITH
Ry > R13 I TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
3
5.2 I SD-712.
TBC: 2546.23 Rr� R1l TBC: 2546.23 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER (ACHD SUPP) SD-712H, WITH
STA: 5+30.01, OFF: 16.50'R` I 5.6 STA: 5+30.01, OFF: 16.50'L % , TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
TBC: 2545.92 5.7 I TBC: 2546.11 SD 712.
STA: 5+35.01, OFF: 16.50'R I STA: 5+32.01, OFF: 16.50'L 25R� ti��� 4.4. INSTALL CONCRETE SIDEWALK PER (ACHD SUPP) SD-709.
r , 4 000-SF I I Q I m I 69 L1 ��`'' 4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER (ACHD SUPP)
STA: 5+49.35 (M I� I ti ,
� SD-710C.
� 2
LO
Ln �� I 5.3 33 llr 5.1 I �Z M �' 4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7/C4.70.
CD
L N I I 4- ti`' N
N I Cr _CO- m CV N W
�;� I I I N o o f 5. CURB AND GUTTER
N 47 Z IN " 5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
3 I I N N M 5.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER (ACHD SUPP) SD-701 R.
R� I SHEET_ I I I t 21 I I \ / I I `� 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 - W. Quintale St. 0 20' 40' 5 5 3-RIN REVERSE PAN ROLLED CURB PER (ACHD SUPP) SANSITION FROM ROLLED CURB AND GUTTER PER AD-702RCHD UPP) SD-702, TO 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.
2554 2554 5 7 INSTALTRAN 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH C
W. QUINTALE ST.: Sta. 16+60 - 22+00 = J
HORIZONTAL SCALE: 1 r� = 20' 5.8. INSTALL VALLEY GUTTER PER (ACHD SUPP) SD-708. O
VERTICAL SCALE: 1 rr = 21 , 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 � , 2552cc
co 6. STORM DRAIN
a' M 00 6.1. INSTALL INLET CATCH BASIN TYPE I PER (ACHD SUPP) SD-601.
O Of` 00 N N M
T LO r- + 6.2. INSTALL 5-IN CONCRETE APRON PER (ACHD SUPP) SD-709. ■�
Q � Qv
+ N
� N CCn OO N O
2550 , 00 w w a 2550 6.3. INSTALL 1000 GALLON SAND AND GREASE TRAP (SGT) REFER TO DETAIL ■�
0
rn v 00 0 + N m J 1.2/C4.70 FOR SEEPAGE BED SIZING INFORMATION.
ti f� p 00 O m J CD W
+ O _0 _M Co C7 W
r+ � C Cp CM 0+0 � Cp C 6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70.
N Q � QLID " m FINISH GRADE
2548 , m J m N N N � N M N m N `D LU AT CENTERLINE 2548 6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/C0.01 CONCERNING
`D LU cm3 w mCD , M w M w POTABLE/NON-POTABLE WATER CROSSING REQUIREMENTS.
cs '-'-' 0.50%
EXISTING GROUND 0.50% 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS. O
4.6 AT CENTERLINE y
0.50%
4.6 -1.00% M 1.00% 0 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70.
2546 0 6 -2'44% 0.00% 0.00% 0.00% p -0.00% 20g 1° ---_ 2546 6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. � co
H , HSEE CURB DETAIL 6/C4.70 TYP. ---- ---- -
---- ---- ----- ---- ---- -- ---- ----- -_-- EXTEND DRAINAGE WINDOW MIN. OF4-FTDEEP. -
CO
cc 00
TOP OF ROCK TOP OF ROCK - - -T - -- -- - --------- M
��
EL:2544.85_ -- -M - --- -'- - ' TOP OF ROCK
EL: 2544.79- M a co �- - AREA 21 o
�` M o EL: 2544.86
2544 � � � � r � � � � 2544 _
ItOTTOM OF ROCK BOTTOM OF ROCK BOTTOM OF ROCK �
EL: 2543.52 EL: 2543.46 SEE DETAIL 5/C4.70 FOR PAVER _ EL: 2543.53 ,
MATERIAL REQUIREMENTS TYP. z
2542 � M , 2542 Revisions 0
4-IN PVC PIRR CROSSING - 1
8-IN PVC WATER MAIN CROSSING ,
2540 sHGw 2540
EL: ±2540.4 SEASONAL HIGH GROUND WATER ,
N
o , ELEVATION (EST., SHOWN APPROX.)
v
c�
LU
W W
2538 h , , LU LU 2538
2536 2536
$ZONAL E
2534 , 2534 568
04/15/2025
qrE OF �pP
`9�ES W.G
3 2532 , 2532
Project No.: 123200
A �8-IN PVC SEWER MAIN CROSSING Date of Issuance: 4.15.2025
III , Project Milestone: Permit Set
a IVT EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE Roadway Plan & Profile
2530 2530 W. Quintale St.
O N O 00 N N N N N O O LC� LC� LC� LC� LC� LC� LC� LC� LC� lad LC� LC� LC� LC� LC� LC�
O N co co NT NT LO co co co co ti ti 00 O O O O O N LC') Co ti 00
Co 00 r__ Co Co CO CO Co Co Co Co (M r N M V LC) Co f� T 00 C7� O r N M V LC� Co
N _ � V -T -T LC') LC') LC) LC') LC') LC') LC') LoNT
L!� Lf) Lid L!� L!� Co Co Co Co Co Co Co Co Co f� f� f� `T
> LO LC� LO LC� LO LC� LO LC) LO L0 LO LO U') LO LO LO LO LO LO L!7 L0 LC) LO LC) LO LC) LO LC) L0 LO LO LO LO LO LC) LC) LC) LC) LC) LO LO LO
D 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 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 N N N N
sQa CC0316+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00
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