HomeMy WebLinkAboutC4.02_Roadway Plan & Profile W. Quintale St. Sheet Notes: 0
SHEET C4.08 I I I I T Q
-------2546 - _ I 1 I
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO
-- STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN
STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE
LU PERMITTED WITHOUT PRIOR APPROVAL.
a 33' eI ■ �■■`
131 L2 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN = a
C 41, I 1 , APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
B1 L10 B1 L11 B1 L12 B1 L13 B1 L14 61 L15 B1 L16 B1 L17 I I I y I I CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
5,099 SF 99�F 5,099 SF 5,099 SF 5,099 SF 5,099 SF 5,099 SF 5,693 SF 1 I CO) I \STA: 14+76.14,W. QUINTALE ST. - \ , THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
\STA:4+47.28, N. SEPINO AVE. \ BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 7I�
2545 STA: 12+36.14,W. QUINTALE ST. = TBC: 2544.82 I Z \ FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE
r I TBC: 2544.82 M
STA: 2+00, N. suNNcm
Y SIDE AVE. SEE ENLARGEMENT 3/C4.51 STA: 3+94.56, OFF: 16.50'R I I 5.3 , \ I I STA: 3+94.56, OFF: 16.50'L \\ T ■ TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
W , rn'� TBC: 2545.12 I 5.3 I , SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
O I TBC: 2545.12 W FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
"' p STA: 3+99.56, OFF: 16.50'R 5.7 STA: 3+99.56, OFF: 16.50'L J s
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h C4 OJ CTJ I t �` ` O CD h
�O U')J / C D J L S-)J r J N - J C O - O J co J I L C J L f r`O
M�' a?o N r o o r o o p o - I ���'� I a'J �? 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
COJ MJ 00J L.L coJ coJ coJ CIDJ �TUJ Lb -zi �LQ 2545-�� ��? �O O tiJ �� � � OJ O) - 6)J OJ LC')� �
M O Cq O W L(� 0 0 U I..L_ 0 0 O 0 0 r 0 coCO Cp W C6 L0 0 0 C1J '�... �.. ` O p- -O p N O LJ,J-N .. LC')
�,LS7 M In o2s o N .. Ln o LJ7 m o LJ7 Ln Ln Ln Ln r Lf> Ln r Ln ats cn LC)r o_�o��Ln I Lri Ln�v �Lf�Ln�Lri Ln ohs o N .. FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
Ln r \\ LC)r W U LL N .. N r N r N LL N LL W N Li 117 r 117 r Lf>r O� ,\ LC) N .. Lf> LC) W co o U U_
CO CO L1J ¢ LL Cyr C6 F- C6 C6 C6 C6 W ¢ N N CO O� CD L(�r W ¢
LL LC�r a> Lnr Lnr Lnr Lnr U_ LL LL N .. 5.7 NT LL NT NT o �� mo N .. N d m O j W N 6) N N N N U W c:�LJ_ LL LL• �.i L� o`m o CD LL_ CD LL_ I , WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS ;,I
Oil
LL -�5qq LL [�U LJ_ O LL U_ W W m o m o m o4.4 ciW �� _ � c�LL o c�LL c�W iiW iiW F- �o �0 4.4 �� _ mo mo v� +� I cis mo c�� cis 4.4 crJ = o timo mo U m a; mo mo mo mo mo N N U mo I �6 R15 \ mo mo mo U o orC6rn + �"? M rn `� o r ¢ `� o I p` ti r ¢ o 0 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, �
ti O r M L!"J O O Cl) L() LCJ r C6 N r__ 00 O r�
0To0 + � rn r rn o N N co o rn r o N �`, 5.2 o LC)` N cfl B1 L18 + CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
r r M N- +-+ + + + + o STA:4+00.23 cYi N cYi o r co GIRR
- -OO- - - - - - - - - - -�- - - - - - - -r' - +-°o°- - � oo N tD - - - M - 'N- -N N - - M - - - - - - - M - � - - - - - - - -�- ' +- ' +- - 0`r - I 5.2 = - - +- - - - - - - - - - - - -7,60 - - - AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS
+ + r- +-cn + + + +-r-r r r r -� + + Lr) + - - - -+- - - - - Q
o r ¢ a r r r r r Q ¢ ¢ Q ¢ Q\Q IV: ` r r r r crJ F-
O° Q c" Q �Q Q 6.4 /Q Q c~i, c; c; c; °° V° � � Q ,4 ¢ ¢ ¢ ¢ O° "' 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
N �% - -�- - - - - - - _ N N N CO THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
R/W R R/W R R/W R/W R/W L:
R/W
51 4.6 �\'� CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
cc \
V/ d L L CL
8 8 4.2 �. 4.2 8111 8"W 8"W - 8"W 5.6 �, STA: 14+45.98 I \ 5.6� 8�,W 811W W ■
5.6 c�' 5.2 1919 5•6 25AA 5.1 I STA: 14+29.09 STA: 15+23.20 5A5 Pedestrian Surface Notes:
STA: 14+99.98 �2 \
STA: 11+86.33 STA: 12+02.66 STA: 12+69.63 W. QUINTALE ST. STA: 15+43.20
110 - - 12+00 - - 13+00 14+00 - STA: 14+52.31 - 16+00 0� STA:
o m \ 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
-cM MT - + I I- - - - - - - I I - �M -� - - ' \- OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
STA: 11+96.33 `\J STA: 12+75.96 STA: 12+95.96 STA: 14+19.09 STA: 15+06.31
• 8"SS ;8"SS 1 �, R SAN S 8"SS 8"SS 8"SS 8"SS - SAN u � "SS 8"SS 8'S F SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
6J 4.6 25gq 9� 4.6 4.6 L;, \ \ 25q \ ALLOWED ABOVE THE MAXIMUM SLOPES.
\ 5.6 4.6 5.6 5.1 5.6 cs 1 4.1 cc 5.6 �A 5.1 5 1 \ 5.1
4.1 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
4.1
4.1 Ir \ MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
R/W R/ R/W a R R/W R \ 4.6 = R/W R/W R/W R/W
RAMP (2%MAX).
m m �� � m m m m
o� o�
o m m m o 4.6 o o m R� ., �� �� m
oB7 L1 °O �/b oln LOn o �`1 \ �coj - o B6 L1 0° C/� m cc oo o ,n o 0 0 0 0� ■
U? �Ti� 0 co co-L r r LT iSit r - C _ _ - Roadway Keynotes: ,�0
iLo LL - - - -LL coC4 JiVoo_ - -p- -p_ .W / L.L - - L.L - - -0 -I -r - r r o o .. o .. ��� r GIRR
6"PIRR d 'T "PIRR co � 6"o R 0 4JP RR 5 2 o IRR o 6"PIRR o 6"PIRR as LLU o 0 6" o � 5.2 0_ Eo RR., o L` \ Cn U_ 0 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
.. o LJ_ U_ u= O I LL_ LL LL
Cl)o cMO M = w ti� C,5 00 oo N-ON5 N r P -r` 5.2 I M O o \,PIRR ozs <- 0 6 PIRR p
co Ln o o Ln = w rn`� N-a'N / 5 o N rn o o N = w-Ln r` \ INFORMATION.
co O M W Q m O C6 6�ti � r GV O V r CO d O r p I RI5. R� I LCJ O� L6 L6 \ W 0 LID
00 4.4 T + � + o o � + 5.2 I I o o v + 4.4 0 �p MCC oco � + I I � + �, � + � + 4.4 Lo v +
M LC)r f'h 2 LCJ r co M LC')r /� LC)M CO M = + N L17 LC')LC) ...LC')LC) Lf7 LC� C2 = + ml-CO
+
L O+ Nr U Nr + + Nr y + + Nr �Ln U �r Nr I I Nr + `Nr Nr \\ U Nr
r ¢ Ln r Ln r I I 6J I I Ln N Ln N + r ¢ "' v + + I 5.7 p0 1 Ln \ \ r ¢ N CO 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
N r U¢ U¢ N r GV r U¢ N r N r U¢ In co N r LC) Ln G..0 Q I + 5.7 I U¢ N r U¢ U¢\ \\ \ \ U¢
CO Cn °°� �°� I I co N r C_;¢ N r N r °° I �° �° CO \ \ 6 Q °°� BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
c�¢ F-c!J F-c!) �i Q c�Q F-c!) I 5.7 I c�Q �i Q F-cn m F- F-U) I F-cn �i¢ F-cU) F-c/� \\ \ \ m F- F-U)
00 F- [n F- U¢ U¢ U
r i I 1 I I M o m "' m m I �'6> �� I I N \� \\ \ ~"' \ REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
■ m "' m M "' I STA:4+94.34 I I B5 L16 A \\ �\ \
m TBC: 2544.15 m I \ \ \\ �j\\ 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
B7 L16 � I � B6 L2 B6 L16 I
TBC: 2544.15 1 1 5.3 I I STA: 2+46.14, OFF: 16.50 L �- TBC: 2545.08 I I III I 4,00o sF \ \ \ \\
4,500 SF STA: 2+59.82 4,343-SF 4,343-SF `" 1 TBC: 2545.08, \ \\ \ d B5 L1 THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
25R STA: 2+46.14, OFF: 16.50'R I 3 STA:4+95.01, OFF: 16.50'R STA: 5+14.34 \ \ \ \
I 47' STA:4+95.01, OFF: 16.50'L \ \\\ \ \\ DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED
1 W 1 TBC: 2543.85 C4.70 m \ \\ \\\ \ \\ IN THE FUTURE".
TBC: 2543.85 1 5.3 m STA: 2+51.14 OFF: 16.50'L TBC: 2544.82 I i 33' I TBC: 2544.82 \`sue \ \
STA: 2+51.14, OFF: 16.50 R Q = I \ \ ,j \
1 W M I` I I STA: 5+00.01, OFF: 16.50R \ STA: 5+00.01, OFF: 16.50E \ \ \ , \ \ 4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
a
/ 33' A I SEE ENLARGEMENT 4/C4.51 I I LJ 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
CO3{ J 47 I 5.3 I Q 5 3 1 I \ \ \\ \ \ \ \ N WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
z I I z I I `ems\ �\\ \ \\
■ I - I ti I \ 4.2. INSTALL PEDESTRIAN RAMP TYPE "G1" PER (ACHD SUPP) SD-712E, WITH
�? I C043o co I I I I X va-, \\\ \\ TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
M 1 I �_ I N y -- I B5 L15 s as\\ \\ \ SD-712.
to - I I I 4,000 sF
B7 L15 I I B6 L3 B6 L15 I I u; o z N I \ \ \ \ 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER (ACHD SUPP) SD-712H, WITH
1 I I 4,343-SF 4,343-SF I I N N I 1 \ \� \�\\ TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
4,500-SF $� crJ �
■ ■ ■ ■ A■EME ■ 7' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I ■ I I \ \\ \ \\
SID 7 .
SHEET C4.07 SHEET C4.08 I I I ■ \ \\\ \ \ \\ 4.4. INSTALL CONCRETE SIDEWALK PER (ACHD SUPP) SD-709.
■ ,1� 16' I I I I I\\ \\ \\ \
4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER (ACHD SUPP)
SD-710C.
Roadway Plan & Profile - W. Quintale St. 0 20' 40' 4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7/C4.70.
Horizontal Scale: 1" = 20' 5. CURB AND GUTTER
5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
2552 2552 5.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER (ACHD SUPP) SD-701 R.
W. QUINTALE ST.: Sta. 1 0+80 - 1 6+80 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.
VERTICAL SCALE: 1" = 2'
N C6 ■ 5.5. TRANSITION FROM ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702, TO
2550 , � Lf> + , 2550 3-IN REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R.co r
N rn 6; Q F-- Q � LO 5.6. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP)
6' o + '� � L" M N c~n N CO J o , SD-701 R,TO 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
+ L N C\JU N C\JLO N O m J CD U-1 C3 LLI C3 W M
2548 , ¢ ¢ � ¢ L ¢ � o CD W r M + ■ 2548 5.7. INSTALL 5-FT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH Cc MIJ
M m m m � m JCIO �+ cq + + + r TRANSITION.
00 csW C.'3w 7 C.3W Caw Q -, r � r
+ M F- � a Q m J 5.8. INSTALL VALLEY GUTTER PER (ACHD SUPP) SD-708.
+ O M r C6 m J N N Cn N N C-3 W O
M
aco C\J N a L `D L`' J CD w CD w , 5.9. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP)
LU
Cn N Q m J FINISH GRADE SD-701 R,TO 3-IN REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R 1
2546 CD ; � N `� W AT CENTERLINE 2546
= w 4.6 0.62% 6. STORM DRAIN cc
1.00% NO
EXISTING GROUND 4.6 1.00% co Cl- L' ° , 6.1. INSTALL INLET CATCH BASIN TYPE I PER (ACHD SUPP) SD-601.
4.6 AT CENTERLINE � /I % - 07�° 0
4.6 I -2.35% o ° ° 0 0.00% 2' �
0.55% 0.00% 0.00% 0.00% , 6.2. INSTALL 5-IN CONCRETE APRON PER (ACHD SUPP) SD-709. ■�
-1.00% 1.00% SEE CURB DETAIL 6/C4.70 TYP.
2544 -2.32 0 Cl? 2.00°�° ____ --_- _, _, __ - ___ 2544 6.3. ( G ) REFER TO DETAIL
0.58% M 0.00% 0.00% __ -- - r --------"� , 1 / 4 70 FOR SEEPAGE BED SIZING INFORMATION ■
INSTALL 1000 GALLON SAND AND GREASE TRAP S T
o SEE CURB DETAIL 6/CC4.70 _ _--- ------ TOP OF ROCK r r � �t' 1 2 C
___ - M a AREA 20 TOP OF ROCK
EL: 2543.60 r o r O EL: 2543.72 ■ y
6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70.
TOP OF ROCK =
EL: 2542.69 N 5 w `-w AREA 19 J,vvv vvv `o BOTTOM OF ROCK TOP OF ROCK BOTTOM OF ROCK 6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/C0.01 CONCERNING
2542 r EL: 2543.66 EL: 542.47 ■ M 2542 POTABLE/NON-POTABLE WATER CROSSING REQUIREMENTS.
r EL: 2542.35
4-IN PVC PIRR CROSSING --
v , z_ BOTTOM OF ROCK � ,
BOTTOM OF ROCK 6-IN PVC PIRR CROSSING c� 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS. O
W , EL: 2541.44 v
EL: 2542.41 `-
= SEE DETAIL 5/CC4.70 FOR PAVER SEE DETAIL 5/C4.70 FOR PAVER � J LU
s 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70.
MATERIAL REQUIREMENTS z MATERIAL REQUIREMENTS TYP. M H
2540 M , 2540 cc _C3
6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. = Co
EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP. N = �
8-IN PVC WATER MAIN CROSSING M 8-IN PVC WATER MAIN CROSSING-A c� co cc
00
SHGW 12-IN PVC GIRR CROSSING � 0
2538 - SEASONAL HIGH GROUND WATER 2538 .�
SHGW ELEVATION (EST., SHOWN APPROX.) , LO
EL: ±2538.2
■
2536 ■ 2536 Revisions
1.
■
2534 , 2534
■
2532 , 2532
■
■
2530 8-IN PVC SEWER MAIN CROSSING ■ 2530
$ZpNAL E
2528 , 2528 568
04/15/2025
qrE OF �pP
`9�ES W.G
3 2526 2526
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
2524 2524 W. Quintale St.
O N co LC� CO 0o LC) N N N CO r N M LC) CO co M M M LC� O t` O N r_ O N
L!") N CO co ti V W O CID N U_" N U_" N U_" N U_" N O N p M V N L!") M CO V ti V) W O O O M N O O O ti O ti N ti co M O U*) O O N o
N% MT N N N co M co co co co co co co r co co co co co co co co O co co co co co
M M M M M CO M M M M M V .4 V V .4 V LC� LC� LJ7 LC� LC� LJ7 LJ7
LC) � lJ7 L0 lJ7 LO lJ7 LO lJ7 � L(J � lJ7 LO lJ7 � lJ7 � lJ7 L0 lJ7 � 117 lJ7 LO lJ7 LO LC� � lS) LO lJ7 � lJ7 � Lf7 L0 Lf7 L0 Lf7 LO Lf7 LO Lf7 LO Lf7 � Lf7 � Lf7 � Lf7 � Lf7 � Lf7 � Lf7 � Lf7 LO
N lJ7 N LC� N LC� N LC� N lJ7 N lJ7 N LC� N LC) N LC) N LC� N lJ7 N Lf� N Lf� N Lf� N lJ7 N LC� N lJ7 N lJ7 N Lf� N Lf� N LC� N Lf� N Cq N lJ7 N lJ7 N lJ7 N LC� N lJ7 N lJ7 N LC� N LC�
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
3CCO2- 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80