HomeMy WebLinkAboutC4.12_Roadway Plan & Profile W. Torana St. Sheet Notes: 0
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO Q
STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN O
STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE
- SHEET C4.016 I I I PERMITTED WITHOUT PRIOR APPROVAL.
M CV
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN = Oct
N I v I I / I � I I \ APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
I ,�� , CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
- - - I LLi I I I I7-7-
LB2L647' I I THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
� I �,� I L ✓) I I BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 7I�
Q I I B8 L7 ? 68 L11 I I �� I I B7 L7 , FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE
Q- 33 I TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
4,500 SF 4,500 SF I I 4,500-SF
C m I I I I p I I , SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
�,CO I I I I + I I �_ FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
CL
co Z I 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
I I I STA: 5+08.77 I
Z I I , FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
E- - STA:7+64.91 WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS
5,935-SF I I I ;,foi
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, �
STA: 5+28.77 I , CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
To
I M \ ; /
J AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
STA: 7+84.91/ o I I oc
\ I TBC: +58.2 1 r 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
_ L11 LL_ B8 L8 B8 L10 STA: 5+58.50, OFF: 16.50'R I TBC: 2542.32 B7 L8 THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
\ o / Cn w I M o 4,500-SF 4,500-SF i I - I STA: 5+58.50, OFF: 16.50'L 4,500 SF , �_
J m Q CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
\R27__ O I rJ I �tJ NJ r
O NCO tiJ coOJ NO OO
+ Nr NO r� NLO NLO CV Lf)
N I ..Li I-J rLO �J OJ �� �� OJ I '� I LC)J L Co �J LO
- --- --- --- --- / m U_ Cl?O CD LO p CC)O Ln r Ln M p I SAN STA:5+62.44 I M o N r r'o
/ Lf> Lo LO N r nj U') CV L, L:L N LC) N U_ ■
CD Cn I �� �C6 N� �� �� �U_ Li �� I I I I 'T� ULL �� UL,_ ,
LL m �'� m Q U' m Q Pedestrian Surface Notes:
/ + I N N N CD m 0 N I I N
V L:L m Q L:L L:L ~ L:L \ L:L ~co N L: ~O
M U U_ ~ - U LL w U LL �' CO CD U_ I I U U_ U U- w
mQ r mo co mo co r mQ mQ mo �
Q + _ ¢ _ r;-N 4.1 r �'� ¢- + 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
STA: 8+05.78 -N -� - _Ln_ - - - - - - - -o_ - - P - _� o �' ��; - 4.4 - - - -4"iO°3 0' _`�-J `� +R_v= - - - - _� o�R - - - OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
(n LC) N co c� co M 5.4 5.4 0 .. o c� v,
�+ Q ¢ B8 L9 ¢ w ¢ + ��� l �+ Cn �+ 4 4 ul ¢ B7 SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
B2L7 Q � _N- - - - - - - - -Cn C° �- - - - - - - -"'- 'Cn _¢- - �� Q'� - - Q - -Q - - - - - - ,- - - -3 ALLOWED ABOVE THE MAXIMUM SLOPES.
F-
-77 4.1
5,822-SF SA" 1 "' co "' 4•6 "' "' �' 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
R 2g42 STA: 5+68.77 MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
STA: 2+00,W.TORANA ST. = o t RAMP (2%MAX).
STA: 8+39.95, N. BROCK AVE.
5.5 5.3 _ ... 5.3 5.5 1 �� 5.5 811W_ OII
� G6 STA: 2+75.04 U � 4.6 � STA:4+77.48 -
�TA:3+87.85 0, STA:4+71.15 5.3 , Roadway Keynotes:
�0
\ STA: 2+34.16 3+00 W■ TORANA ST. 2c,42- 4.6 STA: 0 5+00
- - �- - M�v - + I- - ; - 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
�o SAN - 8"SS 8"S - 8"SS 25g2 saN 0 8"SS , INFORMATION.
STA: 2+55.04 STA:3+97.85 6� 4 2' 6.4 4.2 CaQ' STA:4+97.48 ,
L o 5.3 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
\ � REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
\ 6.4 �� R W R W R R/W R W R 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
B2 L8 \ co oc �cc c Ir oc oc THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
o o - o 0 4.4 0 o' o, o o_
6,366 SF \ `s' °C - - `r? - - - - - - - - - -0 - - - 0C - - - - - - - - -oc - L0 - LO �? - _�?_` o - �? �- - - - - - - DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED
Co � co r - O - co co co co -Ln co -- co r Cl II
r Ln r r o� r r r
'� gc L: c� N Co 4.4 Co Li o L: L: r L: twin 4.4 IN THE FUTURE".
N
r r LL LL LL LL LL LL
L:L C\JN R/W N O LL 1L CD- -00 '''- - -L"i- - - - - LL - - - - r - o co w- - -� - - - - - 4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
LL � L:L r JO 0 Q Q LL I- CO CO c0 � -
. Q '' LL Lf> CO~ - M d' = Q r rn N r- LL co 12' M LO Q M v a' _ -- 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
M - LL Q L17 V U V 'ti Q ti O �Lf7 V U
r 00 Q �' Co r Lf) r Q ti O O 17 N O N O N O N 0 N N O N Q , ---2542_ WARNING SURFACE TWS FOR PEDESTRIAN ACCESS ACHD SUPP SD-712.
r COM ti Lo Lo V V M V r
LO + C, .. Lo + r` Lo + r v nj Lo + Lo + coo Ln + Ln + 0 Ln + Ln +
O ,� U_ N N �' N CV co N O N M N N N N Ln + N� N LO
NN M , co Q U¢ NN UQ NM Ln + UQ UQ �Lf7 UQ UQ N- UQ UQ II II
c�¢ o _ _ cc - Ln + m I- m N CO m� M I- Ln + m 00 c;Q m� co� 4.2. INSTALL PEDESTRIAN RAMP TYPE G1 PER (ACHD SUPP) SD-712E, WITH
m - 'c+J N N ti - H Cn U Q H Cn j Q H C/� H cn N I-cn I-W 00 I-C/) I-C/)
cn Lf> + co o m I- m� M Q �Cn , TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
`V`� co co L" ~"' ~`/' STA:4+37.66,W.TORANA ST. = m SD-712.
com~ �' C4.70 ,
U Q ~m "' + STA: 6+02, N. BRODY AVE. ~"'
\ \ N N
4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER (ACHD SUPP) SD-712H, WITH
ti m¢ SEE ENLARGEMENT 1/C4.53 TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
co 0 25�� cn
N \
` N
�v
N B2 L10 B9 L11 62 L12 B2 L13 62 L14 2 L15 SD 712.
6,273-SF 6,600-SF 6,600-SF 6,600-SF 6,600-SF 600 SF 4.4. INSTALL CONCRETE SIDEWALK PER (ACHD SUPP) SD 709.
B2L9
9,581-SF ,� r 4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER (ACHD SUPP)
Q
SD-710C.
�� LU
°J 4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7/C4.70.
au
A , S
_ N ca
- -N 5. CURB AND GUTTER
5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
6"PIRR - 6"PIRR 6"PIRR � ti
\ , 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.
2S�r
FUTURE PHASE 5.4. INSTALL REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R.
6"PIRR d Pi R 6"P RR 6"PIRR ` d Pi 6"PIRR 6"PIRR id I Pi - 6"PIRI
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
5.6. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP)
Roadway Plan & Profile - W. Torana St. 0 20' 40' 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 IM
mmi
Horizontal Scale: 1" = 20' TRANSITION.
5.8. INSTALL VALLEY GUTTER PER (ACHD SUPP) SD-708. 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
2552 W■ TORANA ST.■ Sta. 1 +60 - 5+60 2552 6. STORM DRAIN cc
HORIZONTAL SCALE: 111 = 201 , 6.1. INSTALL INLET CATCH BASIN TYPE I PER (ACHD SUPP) SD-601. O
VERTICAL SCALE: 1 II = 21 6.2. INSTALL 5-IN CONCRETE APRON PER (ACHD SUPP) SD-709. ■�
2550 , 2550 6.3. INSTALL 1000 GALLON SAND AND GREASE TRAP (SGT) REFER TO DETAIL ■� O
vim
1.2/C4.70 FOR SEEPAGE BED SIZING INFORMATION.
6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70. ■�
6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/Co.01 CONCERNING
2548 , � O Lf7 00 2548 POTABLE/NON-POTABLE WATER CROSSING REQUIREMENTS.
C ti T f� M
+ + M + M + , 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS. O
M CSC O V'
HZT
= v~, N � N U, N °; N , = 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70.
h , 00
Ln C LU c00 S w CD LU CD LU � vJ cc �
2546 � CIO , 2546 6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. co
+ 6, + � EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP. *-
CO
M r M N
O O ~ Lo C\J
+ � Lr: v Cn LO C7 w
LV O Lf� N
m J U N
2544 CD w
N o � N FINISH GRADE co w
m � a U ,j AT CENTERLINE 2544 ti C3 w cn N
CD w EXISTING GROUND 4.6 4.6
AT CENTERLINE -1 00% M 1.00% 0.67%
2.00/
0 2.12°)° Revisions 10
0.65% M 0.00% ------ i-
2542 cy� --y o - ------ - 2542 1
2�z°i° _--- ---- -----
SEE CURB DETAIL 6/C4.70 TYP.
vmm o AREA 15
SEE CURB DETAIL 6/C4.70 TOP OF ROCK
2540 EL: 2541.10 2540
T AREA 16 - ,
o r TOP OF ROCK
EL: 2540.21 ,
BOTTOM OF ROCK BOTTOM OF ROCK SEE DETAIL 5/C4.70 FOR PAVER
SEE DETAIL 5/C4.70 FOR PAVER EL: 2539.60 MATERIAL REQUIREMENTS z ,
EL: 2539.21 �
MATERIAL REQUIREMENTS _7 _ 2538
2538 _
M
O
M
co
co
2536 , - \- SEASONAL HIGH GROUND WATER 2536
SHGW SEASONAL HIGH GROUND WATER ELEVATION (EST., SHOWN APPROX.)
EL: ±2535.9 ELEVATION (EST., SHOWN APPROX.) , �y$ZpNAL ECG
2534 , , 2534 568
04/15/2025
qrE OF �pP
W.G
a
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 W. Torana St.
LO O N LO 0 1 co co co Ln
O N _ co O � 0 CT O O r r r N N
% _ O O _ O LO C,o ti 0 O r CT CT 0T CT O U? f` 0
� `T � "
LO L1') LCO L1') L1') L1') L1') LC) LC) LC) LC) LC) LC) LC) LC) LC) LC) LC) LCJ
N L' N U' N �' N U' N LO N �' N U' N �' N N U' N U' N U' N �' N �' N U' N LO N LO N N L'
N N N N N N N N N N N N N N N N N N N
3C4A 2
1+60 1+80 2+00 2+20 2+40 2+60 2+80 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