HomeMy WebLinkAboutC4.07 Roadway Plan & Profile W. Lesina Ct. & St. � Sheet Notes: ,,._.,
SHEET C4.01 ����� THE
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO
- - - BLAND
■ - _ _ I i 47 I I - __ ■ STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN
- - T 1 , STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE .
33'
- - -- I I 1 - PERMITTED WITHOUT PRIOR APPROVAL.
W I - _ _ - so GROUP
:mN - - - - - , 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
cc 00I I STA: 7+75.25 W m I STAI7+99.58, OFF: 16.50'L�� -2543- --- APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
STA: 7+99.58, OFF: 16.50'R U TBC: 2543.05 - , CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
TBC: 2543.05 1 00 y 1 - - - - THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
STA: 8+01.58, OFF: 16.50 L - - , BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE
- STA: 8+01.58, OFF: 16.50'R Z I TBC: 2543.13 - FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE
TBC: 2543.13 1 d 1 Z 3.3 1 '
I 3.3 y' 1 SEE ENLARGEMENT 1�C4.51 - , TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
-2543_ \ SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
L21 B2 L20 --B2-L19- --- ---- _ B2 L18 I I Z B, 3 B3 L17 - FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
B3 Ltrs ,
00-SF 6,600-SF 6,600-SF - -2;�g9=SF
2543 - 2.444-SF1 6,600-SF 6,600-SF 6,600-SF \
- 3. ABANDONED BUILDINGS, TEST PITS/(MONITORING WELLS), OR WATERWAYS LOCATED
o , STA: 8+20.74, OFF: 16.50'R 1 - + m STA: 8+20.74, OFF: 16.50'L -- , WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL
TBC: 2543.13 CO- mr
1 TBC: 2543.13 , v AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.
L~u , co J o J Ln J STA: 8+27.28, OFF: 15.00'R 3 5 3•5 STA: 8+27.25, OFF: 15.01'L ,W
L++ o O �o M o TBC: 2543.13 1 STA: 8+01.58 TBC: 2543.13 J J e=i� 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
r`J H , "'"' v �cco v I 1 M J o o `Y)o N o , CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
Mp LL m LC)r Lnr LC)r ~OJ ICJ f-J I MJ r2 M� CDJ coLq \ 11")
CV .. CV N O O p O p �CO - co J
N Ln N T U_ I I M J r o M Lo o �r ti - v AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
.� M� co coo 3.4 II - J O
LLO co -- -- - - - - - _ _ U L.L U LL U LL Co Ln 1 3.4 Ln J r CO coC �CD N L:� M�� N L:L: \ \__ M Ln Lf)r
_ - m o m o m o r r r I o N CO r` CO r �`!,� , 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
NLi mO - -.H - _ H .. H - N .. CV .. N NO "I �r N .. UU_ Lf�r UW �r
_ ,j)r Cv .. LL N m O 0 0 U W r L� M LL i LL O°oLL. N m THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
r r W W I
CO -- ---- -- v a0 U W U W U LL 1 N,- N L� U LL m O ~(1 U LL co ..L:L H
F-� o 00 a; M o o o CO 0 �, m o o m o o CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
C\Jr 1 �W mo - � r M _
- - + U cn- + - - - - - - - +- - + -O°- - -vim o mo - o N co a) o co 2$4 C'")
W CD I` I` I -- - -r- -�_ -CA - Lr)- - - - - - - - 10. _ W N
- W _ 2.4 Q ¢ ¢ M Ln I M M Ln o co o C) Q Q +- - - - - - - -
T W r Pedestrian Surface Notes:
r
co ci - o o O � ci ci r+ o + o Q + Q + 60 0 2.4 0
F- - + -00 -¢ -�- - - •.-- - - - - N- - - - - -- - - - - - - - --- - - - - - -
Cn -� 2.1 ao _Q Q Q -r �- - - - - - - - - - - - -
Cn
"' "' "' � � co � C/) 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
K)VV1 2.1 C/) - R7�� OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
o -
SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
- -- 2.5 1 _ 2 4q ALLOWED ABOVE THE MAXIMUM SLOPES.
- - 3.3 3.5 3.4 - 3.4 305 3.3 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
8"W 8 W - 8"W „
1W -STA: 8+78.59� 8"W 8" 4A MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
6+00 W. LESINA CT. °7+00 STA: 7+33.81' STA: 8+33.71 STA: 8+59.26 9+00 W. LESINA ST. 10+00 W W
-M - - - 8+00 m RAMP (2/°MAX).
N N N >2C
STA: 7+19.47 STA: 8+ 0.04 �1 8'SS Ss 8 SS 8 SS
8' S - 8'SS SS 4•1 SAN i „
3.4 4.1
3.3 3.5 2'5 3 3 1 2sgq Roadway Keynotes:
---- - _ 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
2.2 INFORMATION.
R
R R R RW -- - - - - o m Rm R 25 R
oc Cn T R m F 2. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
�_ - -- - - - m oc LO c2 m o o C:) J o 2.1. INSTALL PEDESTRIAN RAMP TYPE"A" PER ISPWC SD-712A,WITH TACTILE
- - - - - - - -
- - m - - - - - - - - - - - - - -
r � � 0 0
0 o r - o r - - - - - - - - - - - - - -r - - - - - - - - - - - - - - - AC ( W ) OR PEDESTRIAN ACCESS PER LL co
LL coM r
0 0 o m co o :m m = co WARNING SURFACE (TWS) F A
CD
Lq = W r
2.4
ca --- o _ SUP ) D-712.
Lq Lf)
-o- - `�
-r- a w_ - - - - - - - - - - - - - - - .
CO U_ cc - CO - O L:L coCho L:L LL O = o U_
LL _ U_ LL - o __- - - oo- - U_ CD -r - -r- -CD- - - - - - - -CD- - - - - - - - - - - -T- - c"'n ...2542_ o
�IT� � 24 P S
LO
60 O LE LL - O - - W - - W coO M V L1 L:L -Q Q �Ij
OW , CD C? - - - - - U_ - - U_ - - N � C.lj M M C3� L.L LL C9 p _ W n u
_ _ oo - - - o o _- - o • r .� r� o o r m M m M 2.2. INSTALL PEDESTRIAN RAMP TYPE G1 PER ISPWC ACHD SUPP SD 712E,
�M____- - - - - - - �m f` O CTM CD �� T LPL CV a0 r~ �� .M CCi N C�')m MO CD _ �M
co oo , Lw co+ o0o v rn C0 N M M N L"L o v¢ M N w Lin+ r o Ln+ + �" WITH TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PER
�cLin o , ISPWC (ACHD SUPP) SD-712.
Np .. CVO N W ' + O - mH .. .. NM co cor N W NO co
U Q N LC) + _ Ln + U Q CO M co N r
L f) + r N N f` U Q M N N M m H .. .. .. .. .. ..
N Cp m C4.54 LO + Lf) + pp� I�M O �U U Q CL') + Ln + U Q U Q - LC) + U Q y
C/� N� N� .. .. (..�Q H C/� O c7 CV .. .. N W N co H(/J H C./) .. ..
c�Q m m m STA: 7+96.53,W. LESINA ST. = Um - - ' U¢ �U , 2.3. INSTALL PEDESTRIAN RAMP TYPE"H"PER ISPWC (ACHD SUPP) SD-712H,
00 m m � ~C/) "' Lo + STA: 8+69, N. SUNNY SIDE AVE. �C/) m� m�
�" �C/) �Cn N ti ``!'� F-cn - �� `l WITH TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS PERCc
m Q _� _ - 2544 -------- - , ISPWC (ACHD SUPP) SD 712.
cn
- - 2542 2 2.4. INSTALL CONCRETE SIDEWALK PER ISPWC (ACHD SUPP) SD-709. O
Ci4.54 , 2.5. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 6/C4.54. '
B2 L36 2544 -82-��- -- - B2 L38 B2 L39 B2 L40
- - - -- �sss - - - - -2542- - - - - - B2L41 B2L42
- - 6,899 SF 6,909-SF 6,920-SF 6,930-SF 6,940_SF _ _ �9� 2 2.6. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ISPWC
(ACHD SUPP) SD-710C.
-- 2.7. MATCH EXISTING IMPROVEMENTS. ■�
■ 3. CURB AND GUTTER C
Roadway Plan & Profile - W. Lesina Ct. ME 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.
3.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER ISPWC (ACHD SUPP) SD-702.
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
2550 2550 REVERSE PAN ROLLED CURB. cc
W. LESINA ST.: Sta. 6♦00 - 10♦60 3.6. INSTALL 5-FT TRANSITION FROM 6-IN VERTICAL CURB AND GUTTER TO 6-IN N
HORIZONTAL SCALE: 1" = 20' , REVERSE PAN VERTICAL CURB. 4 = co
00
VERTICAL SCALE: 1" = 2'
,� p 3.7. MATCH EXISTING IMPROVEMENTS. 00
M � + O
2548 0o r` c0 0 2548 4. STORM DRAINAGE
cc
Q ' a ' , 4.1. INSTALL GROUNDWATER OBSERVATION WELL PER ISPWC (ACHD SUPP)
F--- J 00 N SD 627. SEE DETAIL 3/C4.70.
m J LQ
Cm
G!S w C3 w
00
v co CD + 4.2. TEST PIT/MONITORING WELL. SEE SEASONAL HIGH GROUNDWATER TABLE
CO � 00 W N i/nA 7n AKIn C UE=ninTC 0
Revisions 1
2546 � C� + ti + ti � � � � 2546
r` N N N C/Dco N
m C\J F--Cf) N N Q "' CD w , 1. AGENCY COMMENTS 10/24/25
(/3 N
C.'3 W m J m J G!S W
C'� W G.S W
2544 , FINISH GRADE 0.74% , 2544
AT CENTERLINE 4 3 2.5
Al -1.48% 219% ,
0.46% 0.00% 0.00% 0.00%
SEE CURB DETAILS 5&6/C4.54 TYP.
2542TOP , 2542
c EL: 2542.31 TOP OF ROCK
OF
�- _ v v . � w- v - EL: 2542.38
O: �••P n .n r .n �J`
r
' w�' AREA 22 �
� AT CENTERLINE
LU
__
W _ -_ .) a LLL
-- BOTTOM OF ROCK y 2540
2540 , - � TOP OF ROCK EL: 2540.54
----------------- BOTTOM OF ROCK EL: 2541.56
EL: 2540.48 BOTTOM OF ROCK , NAL ECG'
EL: 2540.48
o SEASONAL HIGH GROUND WATER
ELEVATION (EST., SHOWN APPROX.) , 2538 568
2538 �
JT1TE OF pP�o
SHGW 9
EL: ±2537.4 , W'Cx
3 2536 - 2536
3200
8-IN PVC SEWER MAIN CROSSING , Project IssNo.uance:
122025
(APPEARS OUTSIDE PROFILE VIEW AT IE: ±2530.9) Date of Issuance: 09.02.2025
Project Milestone: PERMIT
a
EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE Roadway Plan & Profile
2534 2534 W. Lesina Ct. & St.
00 N O m M ti LC) O M LC) O LC) C3) C3) V M M 00
V LC") CD
Cfl co f_ c0 m f_ co t` t` t` r_ c0 co c0 N CV V LC') co c0 O� a� _ co N V U?
C3� C3� C3� CSC CSC CSC CSC O O O O O O O O O O O O O
N N N N N N N N N N N N N N M M M M M M V V V V
co CO co co co co M � � � � � � � � � � � � �
LO LO V � V V
L!•') LC) L!•') L!•') L!•') L!•') Lf") L!•') L!•') L!•') L!•') L!•') L!•') Lf7 LC) Lf") L!•') Lf") L!•') L!•') Lf7 LC) L!') L!•') LI) � LI)
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
/-- 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 C4mO7