HomeMy WebLinkAboutC4.09 Roadway Plan & Profile W. Lesina St. � Sheet Notes: �� ,�
SHEET C4.03 � THE
\ I o / I i I I 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO
4.1 I LJ + �+; STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN . LAND
\ � = I I STANDARDS AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE
\ B4 L7 I B4 L6 C* I `� w PERMITTED WITHOUT PRIOR APPROVAL. •
M o \ \ 8,790-SF I 2.958-SF O _ GROUP
LO� J . _ _ I U,� Q 6' I I B16 L8 , 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
a, B16 L5
I C 06 APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
N L:L: I 4,000-SF 4,000-SF
`_ m ` I g I I , CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
2.4 C `�L:L_ STA: 4+58.02, OFF: 16.50'R 47
LL_ - -____ I THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
6' U°o TBC: 2545.70 I I I STA: 4+58.02, OFF: 16.50'L
J 5 I 33 BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE
TBC: 2545.70 ,
_ o � ti ,� STA:4+60.02, OFF: 16.50'R STA: 4+40.02 n FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE
+ , TBC: 2545. i I I - TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
" w a `\ LV LL I I 3.3 I I STA:4+60.02, OFF: 16.50 L - SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
-� �r m o STA:4+65.69, OFF: 16.50'R 3.3 _ TBC: 2545.81 FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
v � ��O_J TBC: 2545.81
Lf) r`o _ I I I STA:4+67.78, OFF: 16.50'L ,
L6 LoSTA: 4+60.02 N J
wiwn
\ \ \ + LO L6 Lf) Lri O COo I TBC: 2545.81 co LO 3. ABANDONED BUILDINGS, TEST PITS/(MONITORING WELLS), OR WATERWAYS LOCATED
N I III �� �� M O 'T N WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL
2.4 r U N „ N r LC) J I I O r` - Cy
m o L_ vLI: N r T_Lrs N O.� � v o� \ \ v u= Ln� AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.
\ \ \ H m O LO Ln r I Lo N r U-) \ m O c4 Lf
Q H U LL
\ (!� ��� H� m0 CALL �� �w
_ - Lnr I I N .. N �a , ��
` LO \ � N •. °" m LL �;u= B16 L7 \ Cl? B16 L6 N r 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
G-DU �� O m0
26.45 n a) .� o m o m 3.5 en CD I ~aS ~ 5,128-SF 25�6 �i u CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
- 8 W\ ? - _ ~Lo. I I l o o , AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
r r I 3.4 I + r T_ _ _ _ _ _ 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
r -C/)- _�_ + / CO r r � a Q - - - + THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
8'SS Sapp W -r_ T = ¢ Q 2.4 00 "' 0 2.4 CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
2.4 PT STA: 15+00 ��� 21 21 \- _F C/) _�)- - - - - - - - - - � 4"PIRR
- - - - r - - - - - - =a
. 2.5 �,
W 1 R�' Pedestrian Surface Notes:
1
\ � 3.3 3•4 2546 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
g,sS "tN 3.5 B o 3.4 ---------- OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
cc Gg- 2.5 3.5 3.3 . 3 3 SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
o PC STA: 15+54.18 16+00 "W 8"W - g�9111' ALLOWED ABOVE THE MAXIMUM SLOPES.
STA: 16+23.78
v oc BSTA: 15+91.50 ('ip - STA: 16+89.34 17+00--- STA: 17+15.67 2546 _ W. LESINA ST. 18+00 STA: 18+38.97
3.3 �STA: 16+17.43 -I I - �- - �- - ! �- -MT- - -
2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
PT STA: 16+45.06, STA: 16+95.67 MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
ti \ \ \\ ' 5AN SAN "SS 8 SS -_2546 - 8"SS STA: 18+5-
LC) U_ \\ Co 3.5 3 4 0 RAMP (2%MAX).
+ o r `
•• 3.5 3.3 , 3.3
� N `\ L.L `
'r NM 2.4
Q r` , O o\ R ----------- _
+ \ \ \ - ' S Roadway Keynotes:
-- cc 4.1
- R 2 46
N� N -
Q --------2546�� °C STREET LIGHTING AND SIGNAGE PLAN
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m N ; "' -� AA
1. T LIGHT. SEE FOR MORE
cn-- ao ` co r O cc - - _
Crm m
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-� mo_ o Ln O INSTALL STREET
O r LL _ _
r _/ O Ln ,r, INFORMATION.
`� Co m °C- _oc- oc cc o
w �cn co
+ "o� � � _O � c Li Co LO `fl 2.2 O CD o r r �- - - -o - -o
v ,B10 L25 N r - _ ,� ,� � _ ,�-� o o � �_ LO 2.4 ,,; 2.4 Lq 2. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
_16. 6,348 SF m 00 m L6+ o o -o - � - -� - - - - - - - - r - - - - ,�= - - - - - - - - - - - - - -CD ¢ a - - - -, - - - - _, _ . 2.1. INSTALL PEDESTRIAN RAMP TYPE"A" PER ISPWC SD-712A,WITH TACTILE
v + Ln Ln o o " ti ao L� Ln O o 0 0 6' Nb 80 ''' 11 L WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER ISPWC (ACHD
y ~ N T N r r`w w~ �+ LnN ti rn �� r`� rl_ .. O00 25 O O
cfl�i r`v ,n m v +LO to �M v + + corn o m m ti ti SUPP) SD-712.
UQ m� Lnr Lnr Nr C'J- � + Lnw LOCO woo v6 rN �Ln LO + _06 rn
m Cn + + Nr Ln CO Nr Nr 6) OO O C!iti Mw r
~"' L`)`D "'`0 Q m N r � "'O ,�„ ,�„ 6 Q + �+ 2.2. INSTALL PEDESTRIAN RAMP TYPE"G1"PER ISPWC (ACHD SUPP) SD-712E,
Nr Nr m� UQ !UQ /LjQ � + + + V +
�� m� , m� Nr �� C4.54 Lew LOW
"� Cn "' °O "' °" "'r `�r `"r N r °"r WITH TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER
~`�' ~`" ~� / CO¢ m� Cn 00 m� m� ISPWC (ACHD SUPP) SD-712.
STA: 16+55.89,W. LESINA ST. _ In F-Cn "' "' cn cn
4.2 MW-4 SEE ENLARGEMENT 1/C4.53 STA: 5+11.28, N. PALIO AVE. 2.3. INSTALL PEDESTRIAN RAMP TYPE"H"PER ISPWC ACHD SUPP SD-712H Cc
,
WITH TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER
B10 L24 B10 L23 i2 ISPWC (ACHD SUPP) SD 712.
i
7,257-SF 6,946-SF B10 L22 i B10 L21 B10 L20 2.4. INSTALL CONCRETE SIDEWALK PER ISPWC (ACHD SUPP) SD-709. O
6,807-SF / 6,817-SF 6,827-SF
2.5. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 6/C4.54. '
- P' 2.6. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ISPWC m
(ACHD SUPP) SD-710C.
Roadwa Plan & Profile - W. Lesina St. 0 20' 40' 2.7. MATCH EXISTING IMPROVEMENTS. ■O -
\ Horizontal Scale: 1" = 20' 3. CURB AND GUTTER ■`/r 0 3.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPP) SD-701.
mm
3.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER ISPWC (ACHD SUPP) ■� y
SD-701 R.
2554 2554 3.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPP) SD-702.
W. LESINA ST.: Sta. 14+80 - 18+40
HORIZONTAL SCALE: 1" = 20' , 3.4. INSTALL REVERSE PAN ROLLED CURB PER ISPWC (ACHD SUPP) SD-702R. O
VERTICAL SCALE: 1 = 2' 3.5. INSTALL 2-FT TRANSITION FROM ROLLED CURB AND GUTTER TO 3-IN C
REVERSE PAN ROLLED CURB.
2552 2552 �
3.6. INSTALL 5-FT TRANSITION FROM 6-IN VERTICAL CURB AND GUTTER TO 6-IN N = �
M REVERSE PAN VERTICAL CURB. `-� M
00
00 , 00
N 00 3.7. MATCH EXISTING IMPROVEMENTS. cc
r � r
L6 O
2550 Co N ; N 2550 4. STORM DRAINAGECIO
�' m m � , O 4.1. INSTALL GROUNDWATER OBSERVATION WELL PER ISPWC (ACHD SUPP) �
co00 O `D "' CD w "' r co SD-627. SEE DETAIL 3/C4.70. c °�
+ � U ti � QC
Q + N + N Q , � w 4.2. TEST PIT/MONITORING WELL. SEE SEASONAL HIGH GROUNDWATER TABLE
C N L LO CCnn N Revisions 1Q
O w e LO� m J i inn �n nnin C uCCT ninT�
w , 1. AGENCY COMMENTS- 10/24/25
2548 FINISH GRADE "' L" N N 2548
AT CENTERLINE CD w � w ,
EXISTING GROUND
AT CENTERLINE
4.3 2.5 1.00% 0.50%
2546 , 0.50% -1.500 - 1.95%- _-- __--- ---- --- --- 2546
---- o.00°i° _-- --0.00% --- --r-
--------------- ----- SEE CURB DETAILS 5&6/C4.54 TYP. ,
TOP OF ROCK
2544 - EL: 2544.99
00
AREA 24 2544
0o r: p
c�
W , BOTTOM OF ROCK , W
ti EL: 2543.16 h
2542 , 2542
o , ��cJZONAL ECG'M
2540 - - - 2540 568
SHGW SEASONAL HIGH GROUND WATER 10/24/2025
EL: ±2540.1 ELEVATION (EST., SHOWN APPROX.) , `r01 OF �OPRO
a
f9�ESW.G
3 2538 2538
3200
8-IN PVC SEWER MAIN CROSSING , Project IssNo.uance:
122025
(APPEARS OUTSIDE PROFILE VIEW AT IE: ±2535.3) Date of Issuance: 09.02.2025
Project Milestone: PERMIT
a
EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE Roadway Plan & Profile
2536 2536 W. Lesina St.
00 O O N M w N N Ln N O N O I� I O r- O 00 O O O O O O N w
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- 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
/-- 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 C4mO9