HomeMy WebLinkAboutC4.08_Roadway Plan & Profile N. Sepino Ave. Sheet Notes: 0
+ I P' Ali V�� IdL � P� �l�lld b �l�lld b �lald b �l�lld b BJdld ti - I I i 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO Q
_ - - m i / �i I I SHEET C4.14 STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN
�i� /// - - - � STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE O
- - i i�� PERMITTED WITHOUT PRIOR APPROVAL.
4I ���% %LS����j %� I I Q I a
I I I � - I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
• 33' I �i �2i�i I z Cf) I APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
\ I F- I m i i� � 0 I CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
\ a y �� �� ti I cc
N I I ii // I p I THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
"' m STA:4+47.28, N. SEPINO AVE./ / /// LO I I I BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE
/ " '�
FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE
STA: 14+76.14,W. QUINTALE ST. I
\ / \
\ I � TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
' A N STA: 15+25.87, OFF: 16.50 R /// STA: 9+71.16, OFF: 16.50'LI I I SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
B1 L2 I N TBC: 2544.99 - - - - -- -2544- - - I FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
• TBC: 2544.26 I 33
i - -- CD I - B3 L6
STA: 15+25.87, OFF: 16.5O'L III i
i �i ,B5 L16% B5 L15 B5 L14 B5 L13 B5 L12 B5 L11 B5 L10 B5 L9 I I +
TBC. 2544.99 I � i� '� I I - 6,600-SF 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
- - - - - STA: 15+43.20 / / j/ I r 4,000-SF 4,000-SF 4,000-SF 4,000-SF 4,000-SF 4,000-SF ' - __ _ 4,000-SF _ 4,024-SF I I I I FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
- - -- - - -- _ _2544 WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS
-- ,�
TBC: 2545 09 7, OFF: 16.50'L 5.1 5 1 STA: 15+23.87, OFF: 16.50'R STA:9+69.16, OFF: 16.50'L --- - I `_0 I - ,
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I/i�1#
N) I I TBC: 2545.09 TBC: I i_ 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
m � m 5.3 STA: 9+84.45
\ "' "oTo
o J•N J �J J m I CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION
W - ti J co J J J J
T J 0 CD O0 O M O
�? I �n Op 00 00 Np Mp O N I I
W I CO L!7 J O J N J O co J LC)Lf'� C3�J U? co J J U-;LC) CD J LC) N J M J LC-O ,r, v J o co I I AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
T O p cO p c0 p LI7 LC) O Cp �coCb p N c0 M CO
O O O O Cp O O O (D T
O N T N T Di" lf) L!") Lf)r N N
N Ln Ln I 5.6 I Ln Ln Ln Ln LO r Ln � LO LI7 I
Li Gp CO CO " CO N .. GAD` CV .. � N .. N .. N ..
U U_ Ln r Ln�-- r N T I ,- / I CO L:L L:L U)r LL :�" LC) LC3 LL LI) LL LC3 LC3 U_ LL LC)- U LWL U LWL V
6 U_ m o , N T m o m o �`!,� m o m o `"LL m o m o m o `"LL m o m o I 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
3 V = o CW/) m O I R15 R 15' I L)U_ ~r ~ U U_ _ U LL C1 LL _ ()LL W _ U LL C 3 LL U LL
I m o - m o 0 0 =o C� m o = o o m o o m o m o a C3; m o o� 5 5 I THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
W O m r_7 - w M ~m - I I Lf� o ~ o ~oo U oo o 00 - W o 0o Cfl oo Uri CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
Lca r
- - - - - 00- - p -N LC)-=-C3�. ti- -(A- -O- -M -- -M- - - r - m CT - - - r. O M r O cor. O I 54 I I
u+I M � v v w rn + " ice ' �' �+ + Ln o -� �- -� - - - - - - o- - - - - - - - - -� - o- - - -� - - + �o - -+ 2544
H a 4.4 + a + - + M �, 4.6 5.2 l + Q a + + + + 4.4 a - - - - - - - + + .. +r- 00 J J
M W co M - Lf) Q LC) LC) Q CO Q - W r- r- Q Q f� Q /
5.2 U) - - - - - - - - - - - F- - - - - - - - - -�- -m - - - - - - - - - -� / R2�
Q r ¢ ¢_� - Q - u3 -� Q- -i= -ci- - Q ¢ Cn ¢ - - - - - a3 r Q Q u3�CCnn rF Q b /
2 CnN ��o o ��� Lf) ~�~ 4.6 ; Pedestrian Surface Notes:
M H -M L; 41 M!1 M 41 a 5q5 a a a 7V1/EI STA: 8+49.28, N. SEPINO AVE. _
\ 2S4$ T I = 4.1 I STA: 9+24.66,W.TORANA ST. 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
- B3 L5 OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
a "�` STA: 8+09.50 I - s,600 SF
4.1 4.1 ,. SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
5.7 v,= 5.3 5.3 5.5
M��8 � � � � M��8 y - �" - ^^ � I ALLOWED ABOVE THE MAXIMUM SLOPES.
M8 - M��8 M��8 M��8
3 / i� !- 5.3 STA: 4+12.12� `�` 9cJ 5.7 2545 \2545 Ca 5.4
STA: 3+10.47 /� STA: 7+46.06 STA: 8+15.83
1 \ \ 2545 STA:3+47.37 1.45/ STA:4+73.12 4.6 5+00 STA: 5+14.34 STA: 5+82.98 6+00 N SEPINO AVE. 7+00 8+00 I 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
STA: 4+00.23 y
I ���,- I I �r--M- - - i -I I - I MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
TA:4+2 -
'� "3 - - - -
�i �' ' = STA:4+91.34 STA: 7+66.01 = RAMP (2%MAX).
2545 _ 6.4 „ N „8 �- SS 8 SS 8 - SS11B 5 8 SS 8 SS 8 8
SS��8 � / 8 STA: 3+80.23 � 4.6 � CaQ) 2545 /2545 � 5.4 I
5•7 `s 4.1 STA:4+82.45 � 5.7 5.3 1 5.3 5.5
4.1 .2 Roadway Keynotes. �O
5R5 i -
%/ / 2 / 4.6 - 0 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
m 2S4S m m m �'� rn 4.6
- - - - -
2 0 _ W-cc aC _ o 0 o m _ o 0 o m
_ _ _ _
-"� - - - - - - -o- - -�- -oc - - - - - - - - - - - - - -oc - - cc - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
oLn co r Ln Ln Ln ald,I 1 o o o b r o - 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
a db - LL; �Uldb m m r - - - m
4.4 Q 5.2 � C6 � m C6 C/) �� ��o" 1 BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
1 I
r LL
- ,� - - 5.2 _o- _ - .r - _o_ - - - -r. - - - - - - T - - _T_ - - - - - - - _CD - - - _U _ w- - - - - - _o- - - - - - - _o - - _CD TLL. LL 2544 REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
O ti W p = Lf)r- M O N o O
LL �; °° p , O O O I C�cD W L:L v L:L LL LL ,J Cn LL O c0 GU LO Oo LL o I _ B3 L4
L.L LL LL pp LL L:L LL
ti � U' eo N m m m 6.4 R 1$ R15� I o o v o O o c� LO cfl o aS °D 5.4 grJ -
oo =
rl_ N 6' r'r' 6, r o 00 ,;' 00 L6 r a; 4 I I - s,600 SF 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
/ oo� Q B1 L17 o v I co r N 1'°O ¢ v v� MT N M
O + rn r'rn Ln + o o N o L�r3 + o N� C\Jrn L�r3 + ~'� LC3 + LC3 + LC3 + M M LO I THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
'N� UQ 5,693-SF NM NM NM MT
I 5.6 I Lys �6' �o L6 LO OR NLC) LnM v00 Ncp N(fl �0 4.4 Nr� Nr� Nr� � + �m Ln + I 1 5.5
Lf) + v i Q Lr) + + c�¢ 2 + c�Q c i Q c�Q LO + N oo I DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED
U Q U Q U Q m N- LC3 + m Ln + N LC3 = LO m00
U Q ~ Cn m H m� m H H Cn• .. ..•N LC)��Cn CV Ln .. H co N O H U) �U H W N ti N~ U Q -
m� �m �cn �cn C�a �Q c� ¢ cam¢ �a c:�Q C4.70 m� I� I 5.3 m I I IN THE FUTURE".
�� I I c �Cn Cn Cn �� � � C4.70 �� �� �W �� I�
p� I 5.1 I 5.1 I STA: 8+80.16, OFF: 16.50'L I I STA: 8+74.88 I I 4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
STA: 14+28.42, OFF: 16.50'L I „ STA: 14+28.42, OFF: 16.50 R TBC: 2544.31 I I 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
m TBC: 2544.97 STA: 14+19.09 TBC: 2544.97
�- � I I B6 L16 B6 L15 B6 L14 B6 L13 B6 L12 B6 L11 B6 L10 I I \ I WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
C 4,343-SF 4,343-SF 4,342-SF 4,342-SF 4,343-SF 4,343-SF 4,343-SF I p
o STA: 14+26.42, OFF: 16.50 R rr
I TBC: 2544.83 I I N I 4.2. INSTALL PEDESTRIAN RAMP TYPE "G1" PER (ACHD SUPP) SD-712E, WITH
STA: 14+26.42, OFF: 16.50'L I T STA: 8+78.16, OFF: 16.50'L \ I TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
TBC: 2544.83 SEE ENLARGEMENT 4/C4.51 TBC: 2544.17 I I SD-712.
SEE ENLARGEMENT 3/C4.53 -
y I I I I Q I I I 4.3. INSTALL PEDESTRIAN RAMP TYPE "H" PER (ACHD SUPP) SD-712H, WITH
/ I W I a,° Z I; TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
B1 L16 I O° � s \ I� `� a I I SO 712.
a
5,099 sF I Z I Q0 \ I`9 I I O
�'
3 L3
m I I I ~ I s00 s oo sF- 4.4. INSTALL CONCRETE SIDEWALK PER (ACHD SUPP) SD-709.
- 47' m I �Ssrs� i 47' I I 4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER (ACHD SUPP)
m I I I I I I SD-71OC.
B6 1I \ B6 LI 33'
4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7/C4.70.
I 3,68 -Sr aaldti a Pi baldti a Pi baldti a Pi Id��b v I 3,688 F CD A
aHld��ti �d P� acid �
\ 5. CURB AND GUTTER
SHEET C4.02 SHEET C4.13 I m 5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
_ I + z I \ \ I I I I I I .2. INSTALL -IN REVERSE PAN VERTICAL CURB PER (A CHID PP D-7 1 R.
5 S 6 S C CU ( C SUPP) S 0
5.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702.
5.4. INSTALL REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R.
Roadway Plan & Profile - N. Sepino Ave. 0 20' 40' 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
Horizontal Scale: 1" = 20' 5.6. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP)
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 Cc MIJ
2554 2554 TRANSITION. MIJ
N. SEPINO AVE.: Sta. 3♦OO - 9♦OO 5.8. INSTALL VALLEY GUTTER PER (ACHD SUPP) SD-708.
HORIZONTAL SCALE: 1" = 20' 0 c
VERTICAL SCALE: 1" - 2' 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 2552 cc
6. STORM DRAIN
6.1. INSTALL INLET CATCH BASIN TYPE I PER (ACHD SUPP) SD-601.
O �
6.2. INSTALL 5-IN CONCRETE APRON PER (ACHD SUPP) SD-709. ■�
y �
2550 2550 6.3. INSTALL 1000 GALLON SAND AND GREASE TRAP (SGT) REFER TO DETAIL ■� O
00
1.2/C4.70 FOR SEEPAGE BED SIZING INFORMATION.
CD
rn co 00 rn 6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70.
y
v r` N CCv3 o d Q MT
o + o N r r` oo NLO M Ln CJ ") `� �U) "' 6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/CO.01 CONCERNING
LS') co T + N r f- Lf7 co m J m J
2548 M L`) co o T M co rn Ln rn ¢ L0 co W W 2548 POTABLE/NON-POTABLE WATER CROSSING REQUIREMENTS.
Q Ln Qv + � + Lon° + rn + rn + rn + °° + � ¢ CnN o N
U) Cn Cn N W LC) Cn CL-) m J + r O
(n N M Cn N � � V (n N O
Q L Q LO -- L a � o ''' ¢ + T + 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS.
m J cs W m J ~ L" Cn F- (n N � N � N � N CD LJ FINISH GRADE o
C.'3 W C'3 W Cn N (n N H LI) H Lf3 Cn LC) � LO C3)
CD w (D co
w CD w � w CD w CD w CD ,; AT CENTERLINE m � a L 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70.
LO
U' LU Cn N Cn CV
2546 EXISTING GROUND `� L" `D _lj cc
W 2546 6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. CO
4.6 AT CENTERLINE EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP. N -
0.50% -0.50% -1.00% 4.6 1.00% 0.50%
cc cy)
0.50/° "3
4.6 00
0.00% 0.00% 0.00% 0.00% ° cc M
M 1.00%
� \ � SEE CURB DETAIL 6/C4.70 TYP.
-2.00% 0.00% 6 0
---------- -- - - 0.00%
2544 _____ _____ ______ ____ 414� 2544 i
TOP OF ROCK ��- - ---- - 717-
BOTTOMTOPOFROC -- ---- - -- ------ SEE CURB DETAIL 6/C4.70 TYP. - ARY INFILTRAT ON EL: 2543.75 - _ TEMPOR- �` r � BASIN#2SEE DETAIL 6/C7.52
KAREA 20 M EL: 2543.75 TOP OF ROCK - - - - - - - -
OF ROCK � � � �' o o � TOP OF ROCK � _ I �
EL: 2543.18L: 2543.12
EL: 2542.50 Cl) o AREA 13 v '
� _ _� Yam. � . _
BOTTOM OF ROCK M a
� " EL: 2542.50 0 a I I Revisions
�e
BOTTOM OF ROCK
2542 TOP OF ROCK EL: 2541.68 �_y r BOTTOM OF ROCK 2542 I I 1.
EL: 2543.66 -- SEE DETAIL 5/C4.70 FOR PAVER I w I W
5
BOTTOM OF ROCK MATERIAL REQUIREMENTS I I m
/ EL: 2542.41 z SEE DETAIL 5/C4.70 FOR PAVER ACHD EASEMENT I W
v 6-IN PVC CROSSING --
�, MATERIAL REQUIREMENTS TYP.
2540 - 2540 I w L
["- SEASONAL HIGH GROUND WATER T I I� I
8-IN PVC CROSSING - 8-IN PVC CROSSING co -
ELEVATION (EST., SHOWN APPROX.) n
SHGW _ SHGW
EL: 2539.21 - - EL: 2538.48 I
2538 2538
2536 2536
1 \3
2534 2534 I / / /
/ /, 568
/ /�/ / / y 04/15/2025
OF \OPT
W.G
3 2532 2532 Project No.: 123200
Date of Issuance: 4.15.2025
Project Milestone: Permit Set
a Roadway Plan & Profile
EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE N. Sepino Ave.
2530 2530
O O O c0 r O O O O CO O O O O O N O (A c0 r- CO LO co LO W)
00 O O c0 00 O O N N O CO r` ti O c0 O c0 M N c0 co r` N r` r` O OR co CK) � co CO co U') co � co co � CR � CR O CO C31
co N O L6 co co co M M T M M co co T coco co co co co co T co co co co
Lf") Lf") Lf") Lf") Lf") L!") Ln L!") LC3 Ln V M M
Lf") � LC) � LC) LO LO LC) L0 LC) LO LO LC) LO LO LO � LC) � LC) � LC) � LC) � LC) LO LC) LO V LC) LO LO LC) Ln LC) LO V LC) � LC) � Lf) � Lf) � Lf) Lf) LO LOLOLC) LO- N N N N N N N N N N N N N N N N N ''� N N N N N N LC) N N Ln N LO CV LC) N LC)
=Q3 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 CC083+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 5+80 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