HomeMy WebLinkAboutC4.08 Roadway Plan & Profile W. Lesina St. SHEET
Sheet Notes: 9t
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO
I' •-. THE
STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN . LAND
\ STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE .
33 I I PERMITTED WITHOUT PRIOR APPROVAL.
\ \ I I 12543 = - - I GROUP
4.1 47 I oc I 2544
� 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
- =2545 -J \ APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
\ i I CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
STA: 10+60.12, OFF: 16.50'R I I O I STA: 10+60.12, OFF: 16.50'L BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE
TBC: 2544.97
B3 L14 B3 3 \ � � B3 L12 0~C I I TBC: 2544.97 FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE
B3 L11 B3 L10 I Q STA: 10+42.78 I B4 L10 TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
6,600-SF 6,60 -SF 6,6T 6,600-SF 6,624 sF I I In I SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
STA: 10+62.12, OFF: 16.50'R I Z I I 6,079 SF B4 L9 FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
TBC: 2545.08 I 3.3 3.3 STA: 10+62.12, OFF: 16.50'L 6,868-SF
STA: 10+72.78, OFF: 25500 I 2545 I TBC: 2545.08 3. ABANDONED BUILDINGS, TEST PITS/(MONITORING WELLS), OR WATERWAYS LOCATED
TBC: 2545.08
cQ' STA: 10+62.12 STA: 10+72.78, OFF: 16.50'L B4 L8 WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL
�N"o T o rn J LO J I I _ TBC: 2545.08 J co J 7,750-SF AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.
Lf7 J LC�Lf7 O O 00 p 0 0 O J 0 0
LO CDO �� OJ CS)J �L27 MJ �L0 CDJ CDJ O LO LID
Lf� V - N - OO J LO �Ln �J
N .. v Ln N r .o •o cD a°o co rn o rn o o - c� LO`� M - 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
W Ln Lb C(y LO Ln r Ln r I I I o Lr�r o
mO , N� ULWL_ NCO �� N .. �� CV .. �L!") �Ll7 N .. Nr Nr Uf
Ln Cn .. LJ_U_ CD ..LL co CCJ "' ..L.. --,� •• J_ �CD N J CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
�o NT NT c�L� Nr CALL Nr Nr I I 3.5 3.5 I ILn`r c�W �U_ �"�
o IL m o EL ,� I N .. m o m Q L.I LL , AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
o mO O m0 CIO CD C1 c�'� ~N ULL co UW ~m ~ C.DU �o
N o M M O o o o 1 F- I 3.4 I 3.4 I I m Q o � m o N r 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
- - +- - - - - - - - - - -v U)-�- - - `� - - - - - - - - - - .o- -C\J - - -� - - - - - - - - - - - - CY) C - .rn C\ o \~C) ~o ao N 2.4 ~oo c:3C -
+ ¢ w I +- - - - - - - o + C5 + - - -� I I �o- - _ +- + + a, m o , THE ISPWC DIVISION 300 AND SD 301. BEDDING AND BACKFILL SHALL BE
Q 60 0+ o 0 2.4 r + + r + `V +T
+ / r - - - - r ~M CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
- - - - Q +
- - - - - - - - - -r - - -o - - - - - - - - - - - - - - - - - - - - - - - - - - - - ¢ r a rr r r T Q -
r N
- r r Q Q MT
a r "' Q Q - N - - -a - -QQ- 2.1 2.1 - .. - - - - �;-� �. _ _ _ o �- .., + , Pedestrian S fa N t co I _ a Surface Notes:
1 2S S H/W25g3 R/(ti a ~ \
4 _
"' 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
o �.
- - o OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
4.1 +
r SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
\ 3.4 3.4 ALLOWED ABOVE THE MAXIMUM SLOPES.
W 8'W - 8"W W.
8"W STA: 11+82.05 8 2545-- 8"W 8 _ 3.5 3.3
11+00 W. LESINA ST. 12+00 STA: 12+74.09 STA: 13+07.97 8'W �s"W
- co - - _� - T- - - 1 +00 STA: 13+14.30 TA: 13+87.07 14+00 PC STA: 14+06.45 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
`11-4
I +- �I - - �I STA: 14+26.45 MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
8"SS 3AN ' 8"SS 8"SS 8"S 8"SS 8"S SAN STA: 13+47.53 W. LESINA -
STA: 13+80.73 + W RAMP (2%MAX).
A ST. - TP 20 4.2 2 5 3 4 STA_: 14+07.12,1 1 Co
3.3 STA: 12+93.42 0 3.4 STA: 11+16.28, N. BARTOK AVE. I �� `�
3.5 3.5 2SgS 8„SS 75+oo W
2.5 2.4 PT STA: 15+00 Roadway Keynotes:
- R W R W R R R W R W R W R 1 \8° S, y� 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
o °C °� rt cc cc - - INFORMATION.
L� o � 00 0 0 CD
- - � - - - - - - - - - - - - Zo -
r o- - r - - - - - - - - - � - -- -ZSR`3- - CO - - - - -�- - - - - - - - - - - - - ' - -Lq -�- -�- 2.1 2.5 2.1 Ln ac LO
o Ln o C2- - - - m - m-
,l , o o r 0 r r r o - o - _o_ _ 0 2. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
Ln
= W r 2.4 i '� ILL L:L CIL Lq co -
o - - - - " "' o _ r T o o o `� CO a 2.1. INSTALL PEDESTRIAN RAMP TYPE A PER ISPWC SD 712A,WITH TACTILE
- - - - - - - - - - ¢ a-r _ _ Q o
�� , W � - - - - - - - -o- - - - -- - -o- - - - -U- -- - - - - - - - - - - - - -o- -a; - - - ni -„ I ��_ - - - _, _ _ WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER ISPWC (ACHD
CV co Q LC) O O O Q I W U _ ,I (D Q
N r� �c�i _ o co o oT mT o �Q o �k- _ � SUPP) SD-712.
O LCJ Lf7 CC) O CID M - N O .co m O O r _ ti C.L_ - (, 00
o o Cl? + v + co c'" rn ao v + LC�� + + 3.4 3.4 I Lri rn Ln r`N Lr U_ ? Q r
N r , I�00 N r N r N CIO O O LD N M r LC)N LC)M I I I mo + M T C3�6� co O N W LC> \ N
v¢ oo + + N r + N r N r I N r o LO o CD o�N C6 , � / 2.2. INSTALL PEDESTRIAN RAMP TYPE"G1"PER ISPWC (ACHD SUPP) SD-712E,
m~ L o m F m �N C4.54 N r v¢ Ln N v¢ v¢ c:;¢ ,; Lin v N° '� WITH TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER
Nr �cn �� Nr c�Q �� Nr �ci �c~nl I I I �N Nr c`!r Nr L6 LO ILL
�� cfl , ISPWC (AOHDSUPP) SD-712.
m¢ m� �c~n m� 3.6 3.6 �¢ m� �C/:) Q \ 2.4 y
�cn �� �� I I I �� I-� �� Nr M
N
W Z I I ��, �� 2.3. INSTALL PEDESTRIAN RAMP TYPE"H"PER ISPWC (ACHD SUPP) SD-712H,
LU I I STA: 11+59.93, OFF. 16.50'L �+ , o r WITH TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER c
- SEE ENLARGEMENT 1/C4.52 TBC: 2545.08 �a LO_ C4.54 mmi
- STA: 11+70.56 I - m~ , � �Ln ISPWC (ACHD SUPP) SD 712.
STA: 11+70.56, OFF: 16.50'L / ----- ------------- U ----- N r
B2 L43 B2 L44 I I 3•1 °C TBC: 2545.08 y m 2.4. INSTALL CONCRETE SIDEWALK PER ISPWC (ACHD SUPP) SD-709. O
B2 L45 B2 L46 B2 L47 STA: 11+89.90 O I ~"'
6,961-SF 6,971-SF 6,981-SF 6,991-SF 6,442-SF I I o I �10 L26 2.5. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 6/C4.54.
- - - - 2544_ - STA: 11+75.56, OFF: 16.50 L 6,959-SF 1
- - - STA: 11+59.64, OFF: 16.50'R TBC: 2545.21
- - TBC: 2545.08
0 2.6. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ISPWC
- - - - N (ACHD SUPP) SD-710C.
STA: 11+70.57, OFF: 16.50'R i i 33' -
- - - - - TBC: 2545.08 I I ��� , 2.7. MATCH EXISTING IMPROVEMENTS. ■O
STA: 11+75.56, OFF: 16.50'R 47
ER
TBC: 2545.21 I Ib I , I 3. CURB A INSTALL T6-IIN VERTICAL CURB AND GUTTER PER ISPWC (ACHD SUPP) SD-701. ■ O
SHEET C4.02
_ 3.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER ISPWC (ACHD SUPP) ■� y
SD-701 R. CD
/ Roadway Plan & Profile - W. Lesina St. 0 20' 40' 3.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPP) SD-702.
i1
Horizontal Scale: 1" = 20' 3.4. INSTALL REVERSE PAN ROLLED CURB PER ISPWC (ACHD SUPP) SD-702R. O
3.5. INSTALL 2-FT TRANSITION FROM ROLLED CURB AND GUTTER TO 3-IN C
REVERSE PAN ROLLED CURB. cc
2552 2552 3.6. INSTALL 5-FT TRANSITION FROM 6-IN VERTICAL CURB AND GUTTER TO 6-IN N
W. LESINA ST.: Sta. 1 0+20 - 1 5+20 REVERSE PAN VERTICAL CURB. = co
HORIZONTAL SCALE: 1" = 20' , _ O°
3.7. MATCH EXISTING IMPROVEMENTS. U
VERTICAL SCALE: 1" = 2' o co o
o T � , 4. STORM DRAINAGE cZ
+ 6, a, Cl) 2550 4.1. INSTALL GROUNDWATER OBSERVATION WELL PER ISPWC (ACHD SUPP)
2550 , co � cc M � + �
r cD � , SD-627. SEE DETAIL 3/C4.70.
o Qv � LLO ALL QL�r
0 o m m m � w , 4.2. TEST PIT/MONITORING WELL. SEE SEASONAL HIGH GROUNDWATER TABLE
+ iv` CD `� LL' CD "' cs W � N 1/C4.70,AND SHEET NOTE 3. Revisions 1Q
LO + O ti 0 +
2548 CD
� N r + + �, + L!7 2548 4.3. INSTALL PCIP PER DETAIL 3/C4.54 AND ACHD BMP 34. 1. AGENCY COMMENTS- 10/24/25
FINISH GRADE m � ¢ � N (0 r cD r
AT CENTERLINE `� "' °0" ¢ v ¢ � � m � ,
m J � LO N Uj N C3 W
CD W U:) N CIO
m J
Q, W Ur W CD W
2546 , 2546
-0.50% 4.3 2.5 1.00% 0.50%
0.74% 1.00% 2.5
0.00% 0.00% 0.00% 0.00% ___ _____ _
SEE CURB DETAILS 5&6/C4.54 TYP. __ - LL 4 41- ,
2544 EXISTING GROUND _
TOP OF ROCK , 2544
AT CENTERLINE TOP OF ROCK _ �- �� �� `" `° °�` EL: 2544.33 0
� EL: 2544.21 - _ AREA 23LU
CJ
LU
_
LU
S
BOTTOM OF ROCK BOTTOM OF ROCK Wo 2542
2542 -- _____ __-- - BOTTOM OF ROCK E0 254407 K EL: 2542.43 EL: 2542.49
EL: 2542.37 �'L
8-IN C900 WATER MAIN CROSSING ,
r �6-IN PVC IRRIGATION CROSSING 568
2540 M 2540
. 10/24/2025
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qTE tJF �pP
a -
- SHGW ✓
9�ESW.G
SEASONAL HIGH GROUND WATER EL: ±2539.3
2538 ELEVATION (EST., SHOWN APPROX.) , 2538 Project No.: 123200
3
Date of Issuance: 09.02.2025
Project Milestone: PERMIT
EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE Roadway Plan & Profile
2536 2536 W. Lesina St.
00 M 00 N N co CS) m CS) m O M 0) 0) 0) 0) Lf� N
M N CD Ln 00 O W O M _ Lf? �vrj (.D ti M W N 6� _ O O N O Lf� CD W O O co co V co co co O I- N 00 M 00 LC> C7 (D
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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 N N N N N N N N N N N N N N
10+20 10+40 10+60 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
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