HomeMy WebLinkAboutC4.13_Roadway Plan & Profile W. Torana St. Sheet Notes: 0
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE IDAHO Q
STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF MERIDIAN
STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE
PERMITTED WITHOUT PRIOR APPROVAL.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN = a
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
I I III I I I THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
SHEET C4.08 I 00 I I - I I I I 4,00o-SF BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 7
SHEET C4.09 I FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE I
E E1 E1 E1 M lE * Elm MEIMIN M1111111111111 E1 E1 E1 E1 E - EMMMMMIM I M I ommmmmmjE , TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
1 I I I SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
I I I I I I I FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
I :30 7
a I I I
Lu 47' I I I I O I I 3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
B7 L11 I I B6 L7 B6 L11 I I Z. 4 ' I FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
I 33' � I I II WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS4,500 SF 4,343 SF 4,343 SF N
� v3- 3 '
;,ox
I cc I m N M 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,Ln
+ CL I I z STA: 7+46.06 I To
B5 L10 c-c CHANNEL CROSSINGS AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION �
COP) STA: 6+84.66,W.TORANA ST.
1 I 4,000-SF AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
1 � Z I STA: 6+02, N. SUNNY SIDE AVE. i I cQ' �� I 1 i
I O 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
co THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
STA: 5+24.94 5 3 I I \ i / I , CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
TBC: 2543.29 i IA I TBC: 2543.29
STA: 5+42.27, OFF: 16.50'R 5 3 I STA: 5+42.27, OFF: 16.50'L
SEE ENLARGEMENT 2/C4.53 TBC. 2543.40 1 I TBC: 2543.40 TBC: 2544.34 SEE
rSI L1 STA: 5+44.27, OFF: 16.501R 1 �� 1 1 STA: 5+44.27, OFF: 16.50L B6 L8 B6 L10 STA: 8+05.78, OFF: 16.50R I I TBC: 2544.34 , Pedestrian Surface Notes:
4,500-SF I I 4,342-SF m 4,343-SF STA: 8+05.78, OFF: 16.50'L
oc I I , A
1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
a'J r J O J I I B5 L9 OF ALL SIDEWALKS SHALL NOT EXCEED 2.00% SLOPES WITHIN PEDESTRIAN RAMPS
M O O C O J O J I I OC M p O C O J T J co J o J V 0.
�CO CO� M� �� I 5.5 co LO C�Ln o o N o Cr -
Ch�? O J v CO 00 J N J Lo J I I �J �L� N J 4,024-SF O J O J SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
\ NT NT NCO NCO I 5.5 I `1:2-) N= NT LC)p W p LL � �� MO MO L�CO Cho LC)p �p ,BCD
LL ILL. CV r �,r M�? IL M LC) Ch LC) N N .. � p v L� �,r �? r ALLOWED ABOVE THE MAXIMUM SLOPES.
U LL U U- I I I I N
LL LL CO U LL U U- CO CO LL LL CO SAN O Ln L;L CO CO CO
m0 mo CD LL CD L.L Lnr mo LO r LO ULL ULL Lnr 6 Lnr Lnr Lnr EL
H H - m0 m0 1 1 N .. COO H N N m0 mo NT + 1 N mo N N .. N .. UL.L
00 4.4 Co I R15' R1$ ', I U- cr r- U � ~00 ~Co m O° _ CD U- U U L)U L.L. ,� 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
c mo- mo mo 00-r oVT I 00 CD coo mo mo 0
T v Co ~o� co ~o - - ~o ~ ` ~ T ~ - ~ - - o MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
- - - PI 4P � '� + M -M� 1 -M- - - - +- _ 4.4 ti ° `�, m r Lf) 4.4 0 o Lll o +
¢- Q CO co�- 4 Rf�-m 5.4 + Q + �PTfTR - - •00 - - PI - C\J -� N- - -+- -+ -T � o� +=v - + - - - -+- - - -m N- - +- - - - -- - - r - - - RAMP (2%MAX).
+ N ti-
L9 "' ao 46 5.4 B6L9 PIRR � w aPIRQ 54 2544 RR 5.4 m -rn 'PIFao 60R-�Q w o 6"PIRR d T
Cn cn - - - - - - - - - - - - + + + r o r
- - - - -3 -S•F - - - - - -`9ZD - - -c~n- � - ¢ -cn - - - - C0 36885� - - - c~i� ci Q ��j, \� - Q -c~n- T- - - - - - - N - - - - � �� - - - - -- -,-�- - -o
Ln R�0 �ti° Cn 2Sq¢ �, Cn 4.6 Cn Roadway Keynotes: � #
1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
4.1 4.1 ' 4.1 INFORMATION.
of
4.6 4.6
811W 5.3 1 T STA: 6+54.50 STA: 7+14.83 �j' 8"W 8"W 5.5 8" 5.5 8"W 8"W 8"W W 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC SD-1132A.
STA: 6+17.61 STA: 6+60.83 W �� 5 3 5'3 2544 c�' STA: 8+91.21 STA:9+64.45 �� 5.3 1 BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE
6+00 5.5 4.6 7+00 4.6 5 5 STA:7+51.7 8+00 W TORANA ST. 1 N 9+00 STA:9+58.12 10+00 11 0 REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
- CO �- I I - - -� - -C -M STA: 8+ 4.88 I - - - - - - �M- -I +
p STA: 6+37.61 ' STA: 7+08.50 STA:7+31.72 p STA: 8+84.88 „ „ STA: 9+84.45 p p 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
8"SS 8" S b"b SAN- " JJ 8"SS 8"�J 8"SS 8"SS
�B u, 5.5 CaQ' 25 6> GQ' THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
5.3 5,5 ' 41 41 5.3 �2 5.3 4q 5 4 °" 4.2 5.4 4.2 5.4 5.3 DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED
S43 IN THE FUTURE".
4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
130 R , 6.4 R R R R/W /W R W R W R W R W 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
-J �, m m cL0 ", m Ln m m im m o WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
Q� _ _ _ - 4.4 _
- - - - - - w oLq - `c o -`c oc oc m w - - - - °C - -°c- - oLn - oLn oLn 6.4 - m w - - - - - Ln w
- - - -0O 0- - - - -o - - o o - - - - - - -- - - - - - -Eo O- - oC- = - - - - - - - -o- -c° - - - - - - - - - - E0 O
- r Co 0 o cfl cfl cti
o T `� o `� 5 4 1 4 6 `� o °O Lq o o `') LO � � � o T , T 4.2. INSTALL PEDESTRIAN RAMP TYPE "G1" PER (ACHD SUPP) SD-712E, WITH
4.4 v EL
wL:L r r T - - - - - -r w °o °o T v N o TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
o �. .. r CD 5.4 r C:) o - - `L- 4.4 - - - - - = < � - - - - - - - - -T- -T- - - - .. - - - - - - - - - - - - - - - - --- - - - - - �c -
- - - - - - ¢ - - - - - -o- -� o� 1 1 o• - LL - - -U-- - L,_- - a ¢ - o. - -LL- - LL - -o- - -o- - -o - - - - L - -¢ <
M oo MT m �v 5 Mm O o o +� oo �O � C�� 01i o m m 0 0 o co 05 , SD 712.
o - p Q ` - o 0
CV C� CO \II 1 R 1 C��J I I r O C� O M O CO 00 Lf0 O V T T U- CD O C31-- 2542 -- N co I I I M M ," M CO Lf) 00 L!) a0 "4 O) T DO w C0 r Lf) COT V
r r � T CO LL LL ii ii
U- + M CO � + I 1 LO + C6 M �M 11, C�rn Ln + v ao L-) + Lf) + Lf) + N r` o o N - v Ln°, U')o+ 4.3. INSTALL PEDESTRIAN RAMP TYPE H PER ACHD SUPP SD-712H, WITH
o "'`9 A + �"`9 I 1 1 ""� � + Ln + Ln + LO + �"w v~ �'� �"°O �"°� �"6) "� 00 00 �L� �000 v + "'T , TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
U¢ co U¢ 1 U¢ NIA NIA NI` 2 Nf� U¢ No+p NCX) .......G)¢ U¢ U¢ LAC) + M~ N� LAC) + O ¢
lI) + LC)
OO ----- mH mH 1 1 mH .. .. .. .. .. .. .. mH .. mH mH mH NO 00 O NO N0) Nr m� SD712.
N� I I I m� �� �� mW �Cn I-co NCs) NCB MCn ��
N 1 ~�' C4.70 ~"' , 4.4. INSTALL CONCRETE SIDEWALK PER (ACHD SUPP) SD 709.
c�Ile/ m TBC: 2543.40 5 5 TBC: 2543.40 �� �W N
STA: 6+59.73, OFF: 16.50'R 1 - -_G `0 STA: 6+59.73, OFF: 16.50'L , 4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER ACHD SUPP
�_„ TBC: 2543.29 1 1 TBC: 2543.29 SEE ENLARGEMENT 3/C4.53 STA:9+24.66,W.TORANA ST. _ ( )
oc STA: 8+49.28, N. SEPINO AVE. SD-71 OC.
STA: 6+61.73, OFF: 16.50'R 1 � I I STA: 6+61.73, OFF: 16.50'L ,
B2 L15 B2 L16 �2 L17 1 °° 5.3 1 B3 L1 B3 L2 B3 L3 B3 L4 B3 L5 B3 L6 B3 L7 � B;
r - 4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7/C4.70.
6,6� 6,600-SF 72 99-SF 1 �,444-SF1 6,600-SF 6,6� 6,600-SF 6,600-SF 6,600-SF 6,600-SF v 6,6
1 1 5.3 STA: 6+79.06 I 1 _ _ _ -2542 _ _ _ W 5. CURB AND GUTTER
1 1 47' 1 _ --- - - - -- _ 5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
I_
-- -N 1 I 33' p
5.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER (ACHD SUPP) SD-701 R.
1 + � 1
5.3. INSTALL 3-IN ROLLED CURB AND GUTTER PER (ACHD SUPP) SD-702.
I C
5.4. INSTALL REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R.
Ell M SHEET C4.08 -2541 - 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
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.
Roadway Plan & Profile - W. Torana St. 0 20' 40' 5 7 INSTALL TRANSITIONFT TRANSITION CURB. HAND FORM TO ENSURE SMOOTH C
\ Horizontal Scale: 1" = 20' 5.8. INSTALL VALLEY GUTTER PER (ACHD SUPP) SD-708. MIJ
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 cc
2552 W. TORANA ST.: Sta. 5+40 - 11 +2 2552 6. STORM DRAIN =
HORIZONTAL SCALE: 1 II = 20' , 6.1. INSTALL INLET CATCH BASIN TYPE I PER (ACHD SUPP) SD-601. O
VERTICAL SCALE: 111 = 21 , 6.2. INSTALL 5-IN CONCRETE APRON PER (ACHD SUPP) SD-709. ■�
2550 00 2550 6.3. INSTALL 1000 GALLON SAND AND GREASE TRAP (SGT) REFER TO DETAIL ■� O
00 06 , 1.2/C4.70 FOR SEEPAGE BED SIZING INFORMATION.
0 0 CID
+ M + o
CD 00 o ¢ 6' , 6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70.
Lf)
L!7 CCR
OO MO (n N N W N (n N
+ o + r + r + o O° J CD J m - m J LC) 6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/C0.01 CONCERNING
m c0 o � o 00 Cow C� LU Ca w C LU
2548 Q a Q �LO 2548 POTABLE/NON POTABLE WATER CROSSING REQUIREMENTS.
N , (n N C!0 N Cn N Cn N + C\J VC\J C)) r O
LU � w CD ,� L CO -Lj ti . v , 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS.
H f� CO C0 C\JLf7 ~ Lf) L,') N , F
CA
LU , C0 + 0) C/3 N Q m J W
L++ + M ° �, ti M w (n N cs w = 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70.
H , Q V O O C0 O ti O H LUC) C3 LU Hcc
2546 �) N I a ` � m J , 2546 6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. � CO
m "' `" Cn N EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP.
a, N C-� w FINISH GRADE C �
`D LU w m AT CENTERLINE �
CD w -
-1.00% 4.6 4.6 1.00% 0.50%
EXISTING GROUND M
boo
4.6 0.61% AT CENTERLINE -2.290 co0.00% ° 0 1.95°/ ------ ----I
2544 0.00/°4.6 776777 ____ 2544 .�
CO 2A6°/ _ ______ ------- SEE CURB DETAIL 6/C4.70 TYP. c)
°
0.78% 0.00% M .00% 0.00% - 0.00% - ° __
0.67/° - o - - lSEE CURB DETAIL 6/C4.70 TYP.
AREA 13 o
- J -
------------------ - TOPOFgROCK r
Revisions A
2542 TOP of ROCK ~ 2542
� a TOP OF ROCK J ��- - EL: 2543.12
EL: 2542.24 r T -
AREA 0 �' EL: 2542.24 1'
SEE DETAIL 5/C4.70 FOR PAVER BOTTOM OF ROCK
BOTTOM OF ROCK MATERIAL REQUIREMENTS EL: 2541.62 -- ,
BOTTOM OF ROCK TOP OF ROCK EL: 2540.74
2540 , EL: 2540.74 EL: 2542.18 v , 2540
BOTTOM OF ROCK z_ SEE DETAIL 5/C4.70 FOR PAVER M
EL: 2540.68 MATERIAL REQUIREMENTS
L
M I
2 _ - SHGW SEASONAL HIGH GROUND WATER , 2
538 8-IN PVC WATER MAIN CROSSING EL: ±2538.6 ELEVATION (EST., SHOWN APPROX.) 538
SHGW SEASONAL HIGH GROUND WATER
EL: ±2537.6 ELEVATION (EST., SHOWN APPROX.) ,
2536 , 2536
y$Z014 L ECG
2534 , , 2534 568
04/15/2025
qrE OF �pP
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`9�ES W.G
3 2532 , 2532 Project No.: 123200
Date of Issuance: 4.15.2025
Project Milestone: Permit Set
EXISTING GROUND ELEV.AT CENTERLINE FINISH GRADE ELEV.AT CENTERLINE Roadway Plan & Profile
2530 2530 W. Torana St.
ti _ ti N ti co 00 M LC) N LC) LC) LC) I- N co 00 00 00 00 CO co
CV ti CV 00 co M co N Lf7 0 o O O CV o CV N Lf) CO N N M o _ L!) _ L!) 0) L!7 0) CO 0) a0 M O M � LO N co r` Lf7 CO L!7 M Ln o
%- N CV N N N N N M N M N M N M N M M M co M M M M M M M M M M M co co co M M M M M M M C6 � � � � � � -:3-
LO Ln LC) Lf") LC) Lf") LC) Ln LC) Ln LC) Lf") LC) Lf") LC) Ln LC) LO LC) Lf") LC) Lf") LC) Lf") LC) Lf") LC) Lf") LC) � LC) L!") LC) � LC) L!") LC) � LC) � LC) � LC) L!") LC) L!") L() L!") LC) L!") LC) L!") LC) L!") LC) L!") L.C) L!") LC) L!")
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 N N N N N N N N
3C4A 3
- 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 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20