HomeMy WebLinkAboutC4.10 Roadway Plan & Profile W. Lesina St. .,� ,,._.,
SHEET C4.04 Sheet Notes: THE
,f I I ♦ I I I 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO
2546 - I I I II I I I I I B10 L10 I I STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN . LAND
I CD I I 4,213 SF 1 I I STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE .
+ - I - I ao I I \ I PERMITTED WITHOUT PRIOR APPROVAL.
•
N I N
GROUP
Cr
11 ill CC- 47' co I I I I I LLI I I 1 \� I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
B16 L5
-�_ I I I 11 I APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
E I I =- 33' I I B15 L8 ' B15 L5 I I i � I CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
4,000-SF STA: 4+61.55, OFF: 16.50'R I ' 4,000-SF 4,00o sF I I p 0I \ I I THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
TBC: 2546.54 v I I STA:4+61.55, OFF. 16.50'L ' I J STA: 10+7i6.19 I I \ I� I BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE
TBC: 2546.54 ' p I I \ I I FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE
STA: 4+63.55, OFF: 16.50'R I OC 3 3 I I = I I I TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
TBC: 2546.61 Q STA:4+43.02 I STA:4+63.55, OFF: 16.50'L - ' I I - I I I I \ SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
T13 2546.61
FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
C" i I 3.3 I I �CO I z I B10 L11 \ I 3. ABANDONED BUILDINGS, TEST PITS/(MONITORING WELLS), OR WATERWAYS LOCATED
STA: 10+95.52 14,177-SF \ I WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL
STA:4+69.56, OFF: 15.00'R I I I I � ' I \ \
STA:4+62.36 STA:4+69.56, OFF: 15.00'L m o I r`J C:)
I I \ AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.
Lu TBC: 2546.61 I N J Ln C o / I
LU , Ln J D)J I TBC: 2546.61 r 0O o I co Ln l +
_ o ' J I �'J m J `�"' O°J Cr J t r I 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
H Cp Ln CD Ln Cp V CDQ I I Lnp �p Cl)J �� �O �� �r
co cfl ���CD o aN I -�J CD U' + ti o N T o c�Ln m o t LL I I CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
B16L6 Nr N .. N .. �� o cnC9 U') rn m� LL v� CAW d
cijo N N B15L7 r vo ciu "' B15L6 c"'vT �r co"' mo
5,128 SF H= v U_ N r v Ln r m O CO N �m I I I AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
mo mo mo c�u= I I "'r �iL'li c�� 5,128SF ¢ N .. Nr ciu LL Lnr Ln
N .. LL o 5,128-SF 6 u- N .. I Ln - \ 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
M �� Mo I 3.5 co CD �� co UU_ Ln v �o mo o
- _ � - CQ - M/ T I co � oo r o C ~ U o J THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
m
- Ln N I I _ - O r c0 - + '
Un r _M_ - - - - - _o- -= L.u_ + N _ _ _o r \ ' I CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
3.4 r- - -r- - + C-D C/n -o- Ln• - - - - -o- -� M N I
2 4 w c2 + \ v + + o ¢ w N + + o ¢ PC STA: 11+17.06 \ II
1"PIIQ T° I _ -� - 4-RR a' 4"Q R O° F- 0 2.4 0+ 1 N cli o + v~,
- - - - -- - - --
N 2.1 26, a ;-N , �, _ , I , Pedestrian Surface Notes.
:e:e
O° 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
B10 L12 I OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
2.5 1 + 4.1 4.1 cj I 4,422-SF
3.4 SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
�I ALLOWED ABOVE THE MAXIMUM SLOPES.
o Q '
3.3 3.5 2.5 + � V3.5 3.3 `�x8 WSTA: 18+38.97 8 3.4 g "' 3 4 8„W 8 8" 3 4 _ / I 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
8+00 STA: 18+79.06 STA: 9+71.14 20+00 STA: 20+65.51 3.5 21+00 / I L J MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
_ _ _ W. LESINA ST. _ I RAMP (2%MAX).
�- "SS STA: 18+53.97 N STA: 18+72.72 `� �- - - _
3.4 2.2 Cad SS SAN 'SS 8"SS - C SAN PC STA:21+06.39 '
3.3 3 5 STA: 20+15.50 6
4.1 3 5 3.3 3.5 3.4 TP-22 4.2 \ �� i Roadway Keynotes:
3.4 2 4 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
RA& m-o - �o� - --- -RAN CC 4.1 sAN
m77 �n o o - aiw m INFORMATION.
Om co
_ - - � rLL. m Cr o �;; o m oLn i� °; / 2. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
CY5i o o r LL LL LL. r o- -o- -CD- - - -L17- - - -OC- - -m - - - - - - -�- - -o m r` / ' Cr /
LO 2 4 LO �,1 0 0 `� 0 Ln r o r a r Ln r oc R N m I�r 2.1. INSTALL PEDESTRIAN RAMP TYPE A PER ISPWC SD-712A,WITH TACTILE
r r00
o o co o = w c� cT rn �O m LL WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER ISPWC (ACHD
L.
o _
- - - -ii - - - -ii- - - - - - - - -� - - - O LL LWL U O r LL O LL O /LL.
- - - - - - -
LL L- r` r Cp Cfl 00 Ln r - m Ln - - LL. -LL - - ¢ Q - - - - - 'L - - - LL - N RI CD / o ( ' SUPP) SD-712.
O ■ CD m (D r CD CD CO co Ln LL. O V O _ W LWL C ) r O Ln- .. Ln � N
Ln M �m � + + Lx� "' o r '�r C4.54 °° O „ m Ln o� u= �(� i '9F�
r` r` Ln + Ln oo Ln m cc�' + r _ao r` N rn o O rn Ln L" o oc 2.4 rn
o' rn 6' v + Lq
Ln CO "'r �"r + Ln M ao m ti o0 o m w m - o C r- 2.2. INSTALL PEDESTRIAN RAMP TYPE"G1"PER ISPWC (ACHD SUPP) SD-712E,
M OO r Ln 00 N r Ln m CV r Lq r Ln co + O N In CD 00 �t + N L.L. -
Ln N r U Q U Q �, Ln CS) CD OO Ln coLn Ln O M Ln O M R7 r 'L CD O Ln
C r , �¢ m i_ m N r m N r + C6 rn o + ' s WITH TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER
Lnr Ln 00 U Q CO H (/J H C/) U Q m H + Ln m C� .. Ln(A CD r Ln O N N N N Q co Cn r N
ISPWC (ACHD SUPP) SD-712.
N N r m H H C/� m H H C/� N M N r m H N r L0 CD+ N N U Q N CD U Q co + L:L CT C N 1Cq
, C:Q U¢ HCn mHNN mH �M UQ HC/)Cn NN O �M m�C/) 00 �CIO ~N m H H C/3 F__U3 U Q 6j V + H M ii ii
�„ Ln Ln r 2.3. INSTALL PEDESTRIAN RAMP TYPE H PER ISPWC (ACHD SUPP) SD-712H,
m
STA: 19+02.89,W. LESINA ST. _ � Q WITH TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER C
STA: 5+11.28, N.APRICOT HILL AVE. + v ISPWC (ACHD SUPP) SD 712.
LO
SEE ENLARGEMENT 2/C4.53 STA: 21+40.55,W. LESINA ST. = B10 L13 II N 2.4. INSTALL CONCRETE SIDEWALK PER ISPWC (ACHD SUPP) SD-709. 0.STA: 11+51.23, N. PLUM HOLLOW AVE. 8,072-SF I O
B10 L19 B10 L18 B10 L17 B10 L16 B10 L15 2.5. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 6/C4.54. '
6,837-SF 6,847-SF 6,857-SF
6,867-SF 6,648-SF
14
6,1 LSF 2.6. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ISPWC cc
■ 6,127-SF � (ACHD SUPP) SD-710C.
O
2.7. MATCH EXISTING IMPROVEMENTS. -
■ 3. CURB AND GUTTER C
Roadway Plan & Profile - W. Lesina St. 0 20' 40' 3.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPP) SD-701. ■� O
Horizontal Scale: 1" = 20' 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. 18 00 - 21 +80
HORIZONTA SCALE: 1 20' 3.4. INSTALL REVERSE PAN ROLLED CURB PER ISPWC (ACHD SUPP) SD-702R. O
VERTICAL SCALE: 1 = 3.5. INSTALL 2-FT TRANSITION FROM ROLLED CURB AND GUTTER TO 3-IN C
2552 2552 REVERSE PAN ROLLED CURB. cc
N C
1+ 3.6. INSTALL 5-FT TRANSITION FROM 6-IN VERTICAL CURB AND GUTTER TO 6-IN
NCO
°r+° N REVERSE PAN VERTICAL CURB. mW � `-Z M r � 00
N � N 3.7. MATCH EXISTING IMPROVEMENTS. CC�
ti m J m J '�
Ui
cy� C3 W
2550 M
+ co w °o° + N rn + LO N 0 2550 4. STORM DRAINAGE 20
+ C) r' ¢ o co O° O 4.1. INSTALL GROUNDWATER OBSERVATION WELL PER ISPWC (ACHD SUPP) LO
r O° N N N Q N ¢ LO o co + co + N SD-627. SEE DETAIL 3/C4.70.
Lin r co r Gfl r CO C j N m J C/� N LO N CD .. O N
W N � � Q a � m J c� ''' FINISH GRADE m � a LL L ¢ LLO
m=, w Cn N rn N U) N CD W cs '-'-' N N rn N W N 4.2. TEST PIT/MONITORING WELL. SEE SEASONAL HIGH GROUNDWATER TABLE
w AT CENTERLINE m J m m
C7 w C-D w CD w C4 w C3 w i inn �n nnin cu�rT ninT� o Revisions Q
2548 EXISTING GROUND 2548
AT CENTERLINE u, 1. AGENCY COMMENTS- 10/24/25
0
v
-1.00% 2.5 4.3 0.59% -0.50% - 4.3 --- c3
0. ° -1.35% 0.00% --- - -2.08% ---- ---- -- - - ---2.00% ----a- 0.00% s
_ -.O.00%- 0.00% O.00/0 W
2546 -- SEE CURB DETAILS 5/6/C4.54 TYP. H 2546
o TOP OF ROCK SEE CURB DETAILS 5&6/C4.54 TYP. TOP OF ROCK
TOP OF ROCK - - EL:2545.79 00 AREA 26 EL: 2545.83
W EL: 2545.52 T AREA 255
coLU
BOTTOM OF ROCK
2544 BOTTOM OF ROCKNk BOTTOM OF ROCK EL: 2544.83 2544
EL: 2544.27 EL: 2544.21
z_
r
60 8-IN C900 WATER MAIN CROSSING
2542 M 2542
_ SHGW_/
AL
SHGW7- SEASONAL HIGH GROUND WATER EL: ±2541.7
EL: ±2541.0 ELEVATION (EST., SHOWN APPROX.) 1 �d _
2540 2540 568
10/24/2025
J�j, �O
ATE OF
W.G
2538 2538
e , Project No.: 123200
Date of Issuance: 09.02.2025
Project Milestone: PERMIT
EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE
a � Roadway Plan & Profile
77,
Ilk
2536 2536 W. Lesina St.
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N CV N N CV N N CV N N N CV N N N N N N a■ l
0
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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
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