HomeMy WebLinkAboutC3.06_Roadway Plan & Profiles S Hitching Post Way Sheet Notes:
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I SEE SHEET C2.15 FOR -\ = i � �jQ i )1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE =� � T H E
64 L17 2 ' it j II I IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND
B4 L22 B4 L21 B4 L20 B4 L18 INTERSECTION DETAILS 1 I MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. .
B4 L19 i y 2 I NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. GROUP
� SIG 01 0� I I
I I 1500 GAL. S&G TRAP I 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
STA: 263+24.15, 21.31'L CO ee S et C APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
I RIM: 2664.62± N."- CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
�o SUMP: 2657.50 �- I DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
:o Ln , ti� N_J d LO IE IN: 2661.53, 12-IN PVC (E) °r, I LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
fl o U') Ln= N J o N IE OUT: 2660 LIL. .68, 18-IN PVC (S) _ - - _ ' + i I ' CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
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Ln�, CO `�T CO Lo v U 8 - - - - - cD S co I DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
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v U_ N .. �r �r N .. c� o- - - I r _ EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
L[j m 0 L.L. N N .. LL m 0 - - - -Lq / O I /
m o v v U_ 8 m o _ _ _ _ _�o- - -'Ir_ - 00 6 _ _ _ -MtP - - � �i� ' + CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
+C\J ~ co CD co CD� _ _ ~� r + Ez o + _ _ - 0 0 2 N - DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
N - - _ _ _ + M o + - z 6,C'D - - - N i PRIOR TO DIGGING.
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C\, - - - - - - - - - C - - - - - - __J- o- - + - - - - - - - - - � - - ' - F- SO ____--
- - - - - T _ S 10 27 5 - __--- - 26 0 I ' 3. COMPLY WITH ALL NOTES ON SHEET C1.00.
N N SD CB 22 4+0
`r' Spa 37.81 ___---= 4 - --
_ __ INLET PER ACHD SD-604A FOR ROLL CURB 1 - - i
_ 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
10 8 SS
N - - STA: 263+26.41, 15.61'L � 1
� 40.69' __ _ -- � � I � EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
------------------- _ R'SS
__--- - -- RIM: : 6 60.5 -EVC: 263+73.39 i I SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
� - ---------------------------------------------- - 8„SS STA: 263+05.61, OFF: 16.50'L 7
8 SS ------ I 1�
_ -_--_-- SUMP: 2660.55
------------- - TBC: 2664.61 263+00 -
8"SS I IE O : 61.55, 12 2 PVC C 3"\1`� I r 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
8 SS 2665 _
M 2666 SS 8"SS o 8"SS - �'- BVC: 263+09.83 IE OUT: 2661.55, 12-IN PVC (W) ' CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
T - - r 8 SS O C 2 1 31 LF OF 12-IN PV ° Q100=2.06 CFS C/) WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
�260+00 0� � c�
--�� 261+00 C AT 0. 0 Q25=1.47 CFS
262+
- -- - - m - - ---- o N.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
- - 81N --- ------- _ ----
2 SLOPES.
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8"W 81��W __ � I --
\ 8"w -Ig��W g��W 8"W B��W ---------- ------- � ``'
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---------------- -\-- - ------- ------ --------_ _ o Roadway & Drainage Notes:
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1. INSTALL LIGHT
S ALL STREET LIGHT SEE STREET LIG LAN FOR DETAILS.
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� - - - - - - - - - - _ _ - - - - - - o CB 21 �+ I1 ' 2. CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUPP SD 712H WITH
U- - - - - - - - - - - - - - _ - - - - - INLET PER ACHD SD-604A FOR ROLL CURB M ' I I TRUNCATED DOMES PER ACHD SUPP ISPWC-SD 712. DOMES SHALL BE
' o c' o /o - - - - - - - - - - _ o - - - - - - �T + STA: 263 RIM62664.207 R � ' I J i I FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE
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N"I co+ o v U Ln I CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. N
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C.� o;+ �Lc'ri m co N Ln m L6 + N N SUMP. 2660.68 ' I R15' I
- IE OUT: 2661.68, 12 IN PVC (W)
N CO� L6 + LL6+ CO± N N m _.-------->------- 3. NOT USED.
U Q N N COCID o ca 0 0 '- Q100 1.74 CFS ' I UJ
.. .. N N N N N N f1]F- 'Q
' a ¢ m� F-u° Q25=1.25 CFS I - I 4. INSTALL TYPE IV CATCH BASIN PER ACHD SUPP SD-604A FOR ROLL CURB. y
5. NOT USED. a mime
I I I B7 L13 B7 1� 6. CONSTRUCT SEEPAGE BED NO 1. 106L x 15'W x 10'D SEE SHEET C2.50 FOR
I I 9e She 3. DETAILS
1 B7 L12 I
B7 L7 B7 Li 1 I I 7. PROPOSED ACHD DRAINAGE EASEMENT.
B7 L8 B7 L9 B7 L10 I I I 8. INSTALL GROUNDWATER OBSERVATION WELL PER DETAIL 2 SHEET C2.50.
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S Hitching Post Way 0 20' 40'
O
Horizontal Scale: 1" = 20' COD
Curb Legend: Q
2670 2670 W O
S. Hitching Post Way: Sta. 259+40 - 264+20 PVI STA: 263+41.61 STANDARD 6"VERTICAL CURB ANDCm amm
�� - PVI ELEV: 2664.53cc� If GUTTER PER ACHD SUPP SD-701 Q
HORIZONTAL SCALE: 1 = 20 m I
K: 26.00 + ______________ STANDARD 3"ROLL CURB AND
VERTICAL SCALE: 1° = 21 LVC: 63.56 N o GUTTER PER ACHD SUPP SD-702
LP STA: 263+21.39 ¢ C-0 2668 _2668
`\ LP ELEV: 2664.64 N N
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PROPOSED GRADE AT CENTERLINE -� -_--- - -'3_' �
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2666 /� / > m > w 2666 Q
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2664 6 2664 Revisions
TOP OF ROCK 1. AGENCY COMMENTS 07-28-25
EL: 2662.71
EXISTING GROUND AT CENTERLINE r
I
2662 I I I I I 2662
36-LF OF 18-IN PVC AT 0.00% I I I I I
14-LF OF 18-IN PVC AT 0.00%
2660 28-LF OF 18-IN PVC AT 0.00% 18 LF OF 18-IN PVC AT 0.00% 2660
I20-LF OF 18-IN PVC AT 0.00% I I I I I
20-LF OF 18-IN PVC AT 0.00%
I I I I I I
2658 SG 01 2658
PROPOSED SEWER ���s`pGSAL ENGf�
ISERVICE CROSSING
SEEPAGE BED SEE
2656 I SEWER PLANS FOR I I I I PROPOSED SEWER 2656 10961
DETAILS SERVICE CROSSING
II I I SEEPAGE BED SEE OF \oPxo
BOTTOM OF ROCK SEWER PLANS FOR J`�S
EL: 2652.71 DETAILS oN DE'S
2654 1 I I I I I 2654 0-712a12025
I I I I O I I Project No.: 121172
Date of Issuance: 07-28-2025
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION L- J L J L_ Project Milestone: PERMIT SUBMITTAL
3 AT CENTERLINE AT CENTERLINE Roadway Plan & Profiles
M ¢ 2652 2652
S Hitching Post Way
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