HomeMy WebLinkAboutC3.11_Roadway Plan & Profiles S Sun Drenched Ave \ 131 L35 B1 Sheet Notes:
L38 B1
B1 L36 B1 L37 L39 W� �� THE
r B1 L40 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE r�
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND
i
MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. .
CB 25 NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. � . GROUP
OINLET PER ACHD SD-604A FOR ROLL CURB I _
_ - STA: 94+60.10, 15.49'L _- - 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
RIM: 2662.93± APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
o f N J N J M J SUMP: 2658.93 �o o CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
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co� cO�LO IF
OUT: 2659.93, 12-IN PVC (W) �- CO DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
- N N � N Q100=2.75 CFS � � LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
A�'� �"` m o Q25=1.97 CFS co o CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
mo
/ c? •� o o _ 06 co DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
L co STA: 95+00.51, OFF: 16.50'L 4
\ 6' + oo N o ti m EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
� r- � N TBC: 2663.35 + +
' + + - - - - - - - - - -- - - -�- - - -� - _ CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
- - - - - - - - - - - - - - - - - - -ATM
- - - - FITM M- -
_ F- Q DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
� PRIOR TO DIGGING.
I i i o
3. COMPLY WITH ALL NOTES ON SHEET C1.00.
____ -----------------
I / / -- ------ ------ CB 26 0 - 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
811W 8'W 8"W 1 8-,W INLET PER ACHD SD-604A FOR ROLL CURB o 8" 8"W 8"W 1� y„r EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
N. ' STA: 94+59.99, 15.59'R Q PC STA:95+97.33 SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
PT STA:92+58.10
` S 93+00 94+00 RIM: 2662.92± > m 95+00 96 00 J
+-�- + -I + I - - SUMP: 2658.81 z- - �m - -I + I - - V 'V 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
IE IN: 2659.81, 12-IN PVC (E) c., M '�"' = CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00°/. SLOPES
q, `O �� r COS 8"SS 8"SS 8"SS -0� °
26rc766 6,- g SS 8"SS 8"SS IE OUT: 2659.81, 12-IN PVC (W) o ` !Q WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
6Sp Q100=0.42 CFS J .� IL DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
M ------ - ------
Q25=0.30 CFS r co SLOPES.
----- -----
B1 L33 261"'94g9` �/ R / 6R/ � 7-LF OF 12-IN PVC AT 0.44%
6 pFF./6 7r S 2651 J 501 o P AA SO S j29-LF OF 18-IN PVC AT 0 00% SD O �cc� oc o v' Roadway & Drainage Notes: #
co c4 o cfl
/� _`�- - _- - - - - - - _�_ - - � -J_ _
- - o - - - - - - - - - - -o- - - - - - - - - - - - - - - - - - - T - � T ��-- -� - - - - - - - - - - - - - - - - - - � � 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
S o - SG 02 � U r L. o
'/ w/ / PC STA: 91+ 1. % ` `9Tg9 ,, 0 5 - - '� - - - - - - - 3 - - - - - - - - - 1500GAL. S>RAP- - o o _ __
ro - U_ Co - o -- o ' ' 2. INSTALL TYPE IV CATCH BASIN PER ACHD SUPP SD-604A FOR ROLL CURB.
// S • �xp� oo� --2664 o0 cc o STA:94+57.43, 22.60'R rn M N°T co o 'IT
% �o°j F
9 o RIM: 2663.31± cm + C0 r` C-0 o Cl)`+ `�``' �� 3. CONSTRUCT SEEPAGE BED NO 2. 120'L x 12'W x 9'D SEE SHEET C2.50 FOR
/ �o � + C6 C:) - - - � � + �� + � + � + � + 66i �� a,� \
25 I �.< co N Cfl ch co c� SUMP: 2655.75 co m N M N m N rn °�' mV Z 6�3 33
/ •� r`V m' ca N 4 IE IN: 2659.78, 12-IN PVC E `1 6k5 DETAILS. N
/ S � � � IE OUT: 2658.93, 18-IN PVC N
\ S T �_ \ \ / \ \ O 4. PROPOSED ACHD DRAINAGE EASEMENT. LU
cam`° q 9y 8 p j 1 / .26
Tq'91 i � 09 ' 97�6 r9 / 5. INSTALL GROUNDWATER OBSERVATION WELL PER DETAIL 2 SHEET C2.50. CaTgC'26 �42.96 l i�,� d„ 9.35
Bq 46 OFF �, o0000 o Tg�.267gR _ _ _ \ B8 L1 r6.,
000 _ OFF
/160Z M„g 6 i TB6 2 /
C' ������ �� � � ��� � � � STA:97 �34 / mime
O O / / 16.50'R F
w B8L2 /
ST . Cb
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Tg�2664 p977 pF /l / Sj 12�Op CL
AA C
S Sun Drenched Ave 0 20' 40'
O �
Horizontal Scale: 1" = 20, C
Curb Legend:
2674 2674 W 0
Street C: Sta. 92+00 - 96+00 STANDARD 6"VERTICAL CURB AND
HORIZONTAL SCALE: 1" = 20' GUTTER PER ACHD SUPP SD-701 C �
VERTICAL SCALE: 1 rr = 2' ______________ STANDARD 3"ROLL CURB AND
2672 2672 GUTTER PER ACHD SUPP SD-702 C"
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2668 2668 Revisions 1
1. AGENCY COMMENTS 07-28-25
CC)
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+
CIS
2666 I 1 / 1 Wco
N 2666
°O PROPOSED GRADE AT CENTERLINE
1 CD w
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1
2664 0.40_% ___ � 2664
0.40%
2662 � � 2662
TOP OF ROCK JLI3 -
EL: 2660.96 �
EXISTING GROUND AT CENTERLINE \ ---- ���s`0GSAL ENCf�
2660 129-LF OF 18-IN PVC AT 0.00% 2660 10961
II S�jq� \OP�o
I I J £OF
SG 02 �sON DE'S
2658 2658 0712a12025
Project No.: 121172
Date of Issuance: 07-28-2025
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION BOTTOM OF ROCK I Project Milestone: PERMIT SUBMITTAL
AT CENTERLINE AT CENTERLINE 2651.96i r Roadway Plan & Profiles
3
2656 1 2656
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N N N N N N N N N N N N N N I N N N N N N co N N N N N N CO CO co co co C.0 N N N N N N co N N co co N N CO N N N N N N
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6.
92+00 92+20 92+40 92+60 92+80 93+00 93+20 93+40 93+60 93+80 94+00 94+20 94+40 94+60 94+80 95+00 95+20 95+40 95+60 95+80 96+00 C3m1