HomeMy WebLinkAboutC3.12_Roadway Plan & Profiles W Francia St 0 65 Sheet Notes:
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\ - �► \ 5R pFF \ 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE /a
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MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. LAND
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— — — ?' �+ ( � � NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. •
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0 3 \ '� S.266 5�� 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
68 L3 ` �p 33 OFF �6 ' B1 L40 APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
�A:95+97.33 g5k9'I � CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
S�F \ DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
I e \ LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
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ee h 3.0 `165�$ N o 1 i CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
"ram'►' L III FF'• TBC:2663.74 % DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
SEE SHEET C2.17 FOR 1"� o �.kgp�R�G 266 STA: 95+97.33, OFF: 16.50'R � EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
— INTERSECTION DETAILS I 30$ ����, `� CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
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J t----- ----_� ,`� DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
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o ��F // 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
— — N CR M �rE cn EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
B7 L7 ' — — — — + o / Sp, SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
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2 Q �� �� 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
�"' CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
L 3 8" ----____ , �' 96� Tg�. WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
\ I Co 4�1 2663 DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
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�1� �� — PT STA: 97+09;35
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-- __ —�— — _ — s,� ' 8„s Roadway & Drainage Notes: �O
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�� 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
--- 97+00
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- - 2. CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUPP SD-712H WITH
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2 / Q HnA _ / �6 v�6 TRUNCATED DOMES PER ACHD SUPP SD-712. DOMES SHALL BE
7 L6 I Q. -� - - FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE
C/) _�_ � � / CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. N
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o �w co LO' o — — — — _ _ o i 3. CONSTRUCT 4'CONCRETE VALLEY GUTTER PER CURRENT ACHD
/ T i o� �? o� — — — — C6 SUPPLEMENT DRAWING NO. SD-708. W
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Horizontal Scale: 1" = 20, C
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2674 96+00 - 99+00 2674 STANDARD 61,VERTICAL GUTTER PER ACHD SUPP SD CURB
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HORIZONTAL SCALE: 1" = 20' Q 0
STANDARD 3"ROLL CURB AND
VERTICAL SCALE: 1" = 2 GUTTER PER ACHD SUPP SD-702
2672 2672 =
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2668 °11R \� �1 + 2668 Revisions 1--
+ �, / 1. AGENCY COMMENTS 07-28-25
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2666 `� "� EL: 2664.13\ 2666
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PROPOSED GRADE AT CENTERLINE
0.40%
2664 - .00°i° 2664
2662 — 2662
IN, SZONAL E
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2660 EXISTING GROUND AT CENTERLINE 2660 10961
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2658 2658 0-712e)12025
Project No.: 121172
Date of Issuance: 07-28-2025
Project Milestone: PERMIT SUBMITTAL
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION
3 AT CENTERLINE AT CENTERLINE Roadway Plan & Profiles
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2656 2656 W Francia St
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- 99+00 98+80 98+60 98+40 98+20 98+00 97+80 97+60 97+40 97+20 97+00 96+80 96+60 96+40 96+20 96+00 C3m1 2