HomeMy WebLinkAboutC4.07_Roadway Plan & Profile N. Sunny Side Ave. Sheet Notes:
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.
I I I I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN a
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
SHEET C4.03 I I \\ I " I I I _SHEET C4.14 I CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES
3, �J�lld�b - �d ;p - HEII V 1d P �Jald b �d P Id b \ �d , P Bald d P Bald b d P Bald b 3, F ■ I BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE 7
4T I FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE
00
I I - \ I I l I _ TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR
33' \ �5 \\ I I 47' I SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (208.342.1585)
I I FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
B1 L15 N I I n cn I A `� I 33 I I I
5,099 SF I I L~ - ~ oo N °C ~ I
3. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR
y 00 I a \\ I I ca I I `� FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED
W
cc J \ I z I T' WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS 0,
Q I I I Q STA: 6+02, N. SUNNY SIDE AVE. _ d N
I \z I I \\ STA: 7+34.39 OFF: 16.50'L I I STA: 6+84.66,W.TORANA ST. N 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, ,�
I STA: 12+84.28, OFF: 1 44. R \ O� �S I I I CHANNEL CROSSINGS AND SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION /,0#
To
I CrTBC: 2544.05 TBC: 2543.30 I Q3 I I B3 L2
\ I I I AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS.
B6 L2 B6 L3 B6 L4 B6 L5 B6 L6A B6 L7 / B6 L8 I °C STA: 7+34.39, OFF: 16.50'R 6,600-sF
I STA: 7+51.72
TBC: 2543.30 SEE ENLARGEMENT 2/C 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION OF
0 5 1 I 4,343 SF 4,343-SF 4,342-SF 4,343 SF 4,343-SF�' 4,343-SF 4,342-SF
STA:7+32.39, OFF: 16.50'L I `" 4.53 THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
+ I STA: 12+82.28, OFF: 16.50'R N� I I STA: 7+32.39, OFF: 16.50'R CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
M TBC: 2544.16 ,25 TBC: 2543 40 I I � TBC: 2543.40 oc
J CO J 00 J
O O�J o f O�J CO
T J J J CO J J O J O M - O
B1 L14 I I S_TA: 12+95.96 I r`J �o 0 0 o " J coo rJ o COJ / MLn CO LO N - vo CD I I 5.3 `� I I N - �Ln co
Lf) 00 CD 01 L() -zl O O J O J O J O M L�? co
O)O NCO �O NCO � O �� r0 coCO COp �Co Lo c�-6 Ln �O Crj lC) `T� I �O �O MLf") LUf)O'' LO
I I Ln Ln N Lo MD I 5.5 I �� �� N
�� �� I `� �' �' �' �' N T "'�' LL N`� M�' N`� I I I �' M�' N �'� Pedestrian Surface Notes
5,099SF vco N N N Nr � � Nr �co Nr �� l L� �r ��
N r U U- U U- U U- (,j L'LL N r N r U LL- LL N r L.L N r LLnV r ■
U U- U LL m 0 m O N .. U LL m 0 m 0
L:L m p m o m o m O LL LL m o U- U LL U LL L� I LL •LL
5.6 I U U- U- m o U LL LL.i V U- O m p U u- m o R1�J V U- U LL M o LU O
mo v �_ N o = o mo ~o m0 Ln mo mo -mo-mo Ln
r- - -�- - - - -u) - - - - -v -� - - - - - - - - - - - o- - -�,_ - - - - - �� �; rn L - - - Oo o - - I 1. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES
0 0 _r rn °° m �` - M- - ~Ln- - - - - CID `"� Ln- - - - - - - - -r - -N " r` o� R15 �� ���Jlai + = M
M O
I I '�- -� 00 � '�- - N "' -N -�- - I o- - "- -r - - - -" - I OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS
5.2 M +- +- - Ln o - +
I I °° cm
N N N N + 4 4 r � � ti5�� �, + + + 5.3 5.3 + B3 L1 c0 4.4 SHALL NOT EXCEED 1:12 SLOPE IN ANY DIRECTION. THERE ARE NO TOLERANCES
?e; - - - - - - - - - - - - - ~ ~ Ln cfl cfl 2,444SF _
:•;: ^^ Q- - - - - - - - - - `'- - - cow - - -�F, - - - to-�F, - cn - - _ - -�- + �J 6.4 �� - - - - - - -
o•ro 0" N Q Q Q Q M + ¢ + ..
-N -� - - - _ F - - - - _ - _ F �_ - N ¢ 0000 = 0000 �� Cn_ o =- a - _� ALLOWED ABOVE THE MAXIMUM SLOPES.
- - Cn - >: >ee: N- - - - - 2
voae :.e.
I \\ "' "' "' "' "' �'p,� e;e; Q`1, "' "' +, "' 2. WHEN THE PEDESTRIAN RAMPS ARE LOCATED WITHIN THE CURB RETURN, THE GRADE
l H M H M H M H M H !� M M a - - - - MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN
STA: 2+00, N. SUNNY SIDE AVE. = I 4.1
4.6 I RAMP (2%MAX).
STA: 12+36.14,W. QUINTALE ST. 41 41
M 8 M.8 Mil8 - M 8 - Mile M.8 M.8 Mile - 5.5 r M
B1 L13 I STA: 6+59.06 Roadway Keynotes.
I � 9<j 5.3 5.3 Ca �-� � M" 5.3 STA: 6+79.06� \ I ■
5,o9s-SF I STA: 2+33.48 _ 5.7 �
STA: 5+24.94 STA: 5+71.83 STA: 5+78.17 STA:6+25.83 STA: 6+32.17 5,5 7+00 \ 2
cc 3+00 STA: 3+17.57 N. SUNNY SIDE AVE. 4+00� 5+00
STA: 2+59.82
- - i - - ♦- -F co I - - -
O - �`-M- I 1. INSTALL STREET LIGHT. SEE STREET LIGHTING AND SIGNAGE PLAN FOR MORE
= SS,,8 S°0 - SS.9 - SS.8 SS 8 SSli8 6.4 \ INFORMATION.
STA: 2+39.82 - - - STA: 5+44.94 SSll8 c,Q
110KG� \ 9 �, 4.6 - STA: 7+35.50
A.
4.6 5 7 5 3 1 25g3/ 5.3 �,,�/55
4 6 5'S 5.3 1 I 2 BARRICADES INSTALL E 11 SHALLWALK HAVE BARRICADE
IKENED WITH EDGE ICK ALUMINUM TPEWITHP 6-INCH 1 WIDE
--- 4.1 4.1 \
41 \ I REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
- = - - - J 3. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B. BARRICADES SHALL HAVE
4.6 °C 9C "' _� L°c �`L� = �`'O oc oc L THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL
o- o 0 0 0 0- o 011
�r'� °C °c - - - � ,, _gc- _�_ - - - - - - - - - -�?- - - -co =_ - - � ,,, _oc_ - - - - - - - Lc�- - - - - - - - - w _L_ _Ln- �_Ln_ _°c- o - _�?_ - _�?_ _�_ - - -�_� _- ~-O DECALS. NO PAINT. INCLUDE SIGN THAT STATES, "THIS ROADWAY TO BE EXTENDED
o - -o- o- -o CD co C) Ln 4.6 Ln Ln - - - - cc IN THE FUTURE
0 0 Ln o 0 0 o r o - o - L0 co o� - m m o o r
B1 L12 - I I + oo r � co co co T 4.4 LJ co co co L:L: co B2 L17 co 4.4 0
r CO LL c0 LL L1 L1 r L:L r L:L Li: LC)
U- - r U- U- ¢ r L.L r L.L LL O I I L.L L.L r 2 799-SF _'- ¢ Co
5,099-SF r - CD LI: -1:L: LL - - - - ... - - - - -No- - - y .. - - - - - - - - - -o- - - - - - - -o- - - - - - o_ Lam. -U L:L.: - o. - -o- - -
53
_ `L `L LL H= LL - U- U- `L U- o 5.3 _ _ U U- 00 LL T 4. PEDESTRIAN RAMPS, CONCRETE CROSSINGS, SIDEWALKS, AND DRIVEWAY
CO .. ., r� a0 � O COO O CO p O f� p o Lf) O O O�'`� O O 0 L:L
5 2 I rn o o o r = co M o N 1 I I �' _ LL I 4.1. INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,WITH TACTILE
9tJ I �� I �M �r LO Lf)� o Lnti o Sao c� rno Sao �o cS� rnN M� orn ML I R15 �- R15 rn rn co co c� o I
r 00 6) 00 N r NT P` ¢ LO c0 LfJ N N M M LC) O f` 00 O ¢
co ai r 11 M Ln - 00 v � c.i ` Ln + 1 I N • °' o WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP) SD-712.
Lf-) + M 11') M CO + M Lf) + M co Lf-) + M T LL-) + M LL-) + M N Lf7 I Lf") + LL-) + Lh r M O) CO
NN �Op = M �M NM N N� NL.n NLC) z NCO-NCO- L.O ti co
5.6 1 I Ln + Ln + Ln + v � + � + Ln + Lf) + I Lin + Lin + riL`r'.-� cc
U¢ N N N N N N Lf) + U ¢ LC) + U¢ U¢ "LC) U¢ N L-) U¢ N LC) U¢ I I U¢ U¢
.. .. .. .. .. .. NN m co m� "� 2 m� m� - .. m� -- mH mH mH NCO NCO l� + �� u u
N _ Ln c�¢ U¢ c�¢ Ln Ln �;¢ / Ln �;¢ U) c�¢ Ln U¢ � I I 5.5 I Ln Ln �;a �;Q �,,� 0 4.2. INSTALL PEDESTRIAN RAMP TYPE G1 PER (ACHD SUPP) SD 712E, WITH
m� m�
5.1 I �-� N � L; L; C -- � cn I v cQ' I L; c;¢ TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
STA: 11+86.33 I Cn N SD-712.
C4.70 -
STA: 11+89.01, OFF: 16.50'R
I SEE ENLARGEMENT 3/C4.51 STA: 6+36.94, OFF: 16.50'L 5.3 STA: 6+36.94, OFF: 16.50'R
_ TBC: 2544.08 \ 4.3. INSTALL PEDESTRIAN RAMP TYPE 'H" PER (ACHD SUPP) SD-712H, WITH
TBC: 2543.40 I I I TBC: 2543.40
I cc I 67 L16 B7 L15 �7 L14 B7 L13 B7 L12 B7 L11 B7 L10 I I - TACTILE WARNING SURFACE (TWS) FOR PEDESTRIAN ACCESS (ACHD SUPP)
e STA: 6+17.61 STA. 6+34.94, OFF. 16.50 R -
STA: 11+87.01, OFF: 16.50 R 4,500-SF 4,500-SF 4,560-SF 4,500-SF Lryd 4,500-SF 4,500-SF 4,500-SF I I I TBC: 2543.26 I W SO 712.
TBC: 2543.95 V L`� I I I B2 L16
Cn
B1 L1 STA: 6+34.94, OFF: 16.50'L I I I 6600-SF = 4.4. INSTALL CONCRETE SIDEWALK PER (ACHD SUPP) SD-709.
5,099 F I I I / TBC: 2543.26 I I o
+
47 I I o I I 4.5. INSTALL CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER (ACHD SUPP)
33' I `s 2543
A W
I SD-710C.
I N
I \47' I
i oc I I � ��� Ln I I I 4.6. INSTALL CONCRETE PEDESTRIAN CROSSING. SEE DETAIL 7/C4.70.
I I I 33'
00
LA I I I M I I 5. CURB AND GUTTER
9) cc I 5.1. INSTALL 6-IN VERTICAL CURB AND GUTTER PER (ACHD SUPP) SD-701.
80
m - - - - m i - I I I - I M IM �' - - - - 5.2. INSTALL 6-IN REVERSE PAN VERTICAL CURB PER (ACHD SUPP) SD-701 R.
SHEET C4.02 I ' 1 01" I SHEET C4.13
R1 i 1n i B7 1 I B7'Lb I 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. Sunny Side Ave. 0 20' 40' 5.5. 3-RIN REVERSE PAN ROLLED CURB PER (ACHD SUP) SANSITION FROM ROLLED CURB AND GUTTER PER AD-702RCHD UPP) SD-702, TO 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
2550 2550 TRANSITION.
N. SUNNY IDE AVE.: S a. 1 +40 - 7+40 00
HORIZONTAL SCALE: 1 20� co 6' 5.8. INSTALL VALLEY GUTTER PER (ACHD SUPP) SD-708. O
coco + 00 OC? T co
VERTICAL GALE: 1 = ± M a 06N 5.9. 2-FT TRANSITION FROM REVERSE PAN VERTICAL CURB PER (ACHD SUPP)
2 4 N L~ N LO o o o 0 2548
SD-701 R,TO 3-IN REVERSE PAN ROLLED CURB PER (ACHD SUPP) SD-702R 1
5 8 N o a Q � ¢ v a � cc
c7 LL `� "' a U) N W N Cn � N C) 6. STORM DRAIN
+ N N Mo rn � w � w cn C.D w CD w oo M 6.1. INSTALL INLET CATCH BASIN TYPE I PER (ACHD SUPP) SD-601. O
Ln cn N c0 a' + �
LV J N NO � ti
¢ L; co
N o ''' ; + o a; Q 6.2. INSTALL 5-IN CONCRETE APRON PER (ACHD SUPP) SD-709. ■
L0 CD to CD
y
2546 `� w LL Q U N a 00 N CD w 2546 6.3. INSTALL 1000 GALLON SAND AND GREASE TRAP (SGT) REFER TO DETAIL ■�
FINISH GRADE N m J F- N ,w O
AT CENTERLINE Lmn w o LL) cow 1.2/C4.70 FOR SEEPAGE BED SIZING INFORMATION.
4.6 EXISTING GROUND
6.4. GROUND WATER OBSERVATION WELL. SEE DETAIL 2/C4.70. ■�
1.00% 0.81% AT CENTERLINE 4.6
2544 CD
M -0.50% 6.5. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE 12/C0.01 CONCERNING
26�° ° 2544 POTABLE/NON POTABLE WATER CROSSING REQUIREMENTS. M= JM=
M 0.00%
O 2 1.00% 4.6 M 1.00% 0.50% - .99/
o SEE CURB DETAIL 6/C4.70 ---------- 'r 95% ° Mo ° 1.95%
_ ---- -- - 0.00% 0.00% 0.00% 0.00% 6.6. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.71. DIMENSION PER PLANS. O
TOP OF ROCK - SEE CURB DETAIL 6/C4.70 TYP.
ti TOP OF ROCK EL: 2542.24 ` 6.7. INSTALL INFILTRATION SWALE PER DETAIL 3/C4.70.
N AREA 19 o EL: 2542.69 TOP OF ROCCK
2542 6.8. INSTALL DRAINAGE WINDOW PER DETAIL 3/C4.70. DIMENSION PER PLANS. -0
2542 r � � T
- BOTTOM OF ROCK BOTTOM OF ROCK Cr) co EL: 2542.24
a ., AREA 14 O � - o EXTEND DRAINAGE WINDOW MIN. OF 4-FT DEEP. M �
EL: 2541.44 EL: 2540.74 r _ S CO
-� y'� �oY�o 4Y_
V U M_
TOP OF ROCK BOTTOM OF ROCK
EL: 2542.18 EL: 2540.74 2540 � � �
z
2540 M 6-IN PVC PIRR CROSSING SEE DETAIL 6/C4.70 FOR PAVER z
BOTTOM OF ROCK �
� MATERIAL REQUIREMENTS TYP. v, EL: 2540.68
°o SEE DETAIL 5/C4.70 FOR PAVER
MATERIAL REQUIREMENTS `15
2538 SEASONAL HIGH GROUND WATER M 2538 Revisions
SHGW _ - ELEVATION (EST., SHOWN APPROX.) - 1,
EL: ±2538.0 SHGW
EL: ±2537.5
2536 2536
2534 2534
2532 2532
$ZpNAL E
8-IN PVC SEWER CROSSING-A 2530 2530 568
04/15/2025
�rE OF
`9�ES W.G
8-IN PVC SEWER CROSSING
3 2528 2528
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
2526 2526 N. Sunny Side Ave.
N N O NT o LO O O O O O O O O O O O ti ti r ti O ti ti o
N O O O M M N O O Q) Q) O O O M L0
LC) r L0 r L0 r O N M r Cl) r N r r O O) 00 ti r O r L0 r O O O O r O r O � r Lf) CO ti
co co co CO co co co co CO co CO M M M CO CO M co N N M M M M N N O
M M M � � M M M M M M M M M M M M COM Cl) M M
LO LO � LO
Ln L0 LO � LO � LO L0 Ln � LO LO L0 L0 LO � LC) L0 tr LO � 1.0 � LO � Ln LO LO � Lo � LO L0 LO � LO � LO LO LO LO LO LO Lo LO LO Ln LO L() LO LO L0 LO L0
N LL") N Ln N Ln N LL") N Ln N LC) N LL") N Ln N Ln N Ln N Ln N Ln N Ln N LL") N Ln N Ln N LL") N Ln N Ln N LO N LO N L17 N LL") N Ln N Ln N LL") N LL") N LL")
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
3C4mO7
1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+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