CC - C3.2 Maxiforce Bollards LO
00
Ln
W . AVIATOR ST . FRONTAGE : STA 0 + 00 . 00 ' - STA 4 + 95 - 63 N N
U0
W E coZ
O
SEE THIS SHEET' C)SEE SHEET C3.0 i o0
J J ! II 2545•>
i N I I 0
NOTE: U i "II_ J - 45' i I I II I C/") o
1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD g J �\ 15 14-2545-�__ 12 �� _ J 0k46.8
O Oj 0 0 //�t� Oj I o N o o I O I I I� Q W a
SUPPLEMENTAL DRAWING SD-712H TYPE "H1" UNLESS OTHERWISE CALLED OUT. m ( �, J J `o-_ ol I °,r,° I I 0 30' 60'
U 1 CO U CO U M UJ _ - - J J I J I W
45.41FG I o of of 00 U N c� "' I "' N c� 0N2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS _ �_ I N � �_THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED I o oo ,�� 2'L n M -� rn � I w o N "DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL 1 + + °O o o o 0 2 LO SCALE 1 = 30 45.36EG + - + ,\ o ,\ ,\ oo U, oo SQ o aoBE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND o 46.62SW I o + 4 O�46.05SW 46.82SW 46.96' WSW - - + - - - - - - "' - - - - 25 + r - � - - - - + - - - - - 4 - - - - -- - +ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED TRAFFIC YELLOW' I �- - 45.25EG 2546 `� 47.26SW;IK- "' ,,,�46.87SW47.22SW , 47.46SW 47.61SW I � 48.32SW-` - 48.42SW-48.61SW3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT - 18.33'L _47.17SW WOR FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND � NC 2+53.46 14.28'L o' � 2547
BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS 4 _ 47.38 NC 2546 47.31 SW J O
DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED o U-? o
} f 0 } 7.
FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 7 _ aMi "? I� IN N I� o~ 47.56LIP N CO 00Q
47.38LIP_ __
--_ J� -----�---------- J" ---- --------- ---------------- nj-- ------------ �0 -AVIATOR
-_-- N- �Y/./UCV�--- N-- N ------ (Q---- N r ,
0 00 AVIATOR (45.64E
� 1+00 (46.34EG) (46.47EG) (46.70EG) 2+00 (47.11EG) (47.31EG) +00 AVIATOR - - 4+0 (47.95EG) AVIATOR (48.13EG) 4+9 .63 v
4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION - - - -
FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 0+47. 1+00 1+50 2+00 2+50 3+00 (47.46EG) 3+73.16 4+50 LL W
MARKINGS. 45.87 1 46.50 CL 46.53 CL 46.78 CL 47.18 CL 1 47.41 CL 47.72 CL 48.07 CL 1 (�
5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. 2547 (47.20EG) ----2548== z C) CD C)
- _D ~ C) -< Q
_- -2547___ _
__
--2545---:2546_\ ��--� ------ -2549-- W
p LL U-) Q
L O
m U-)
PL KEYNOTES =
VARIES 60'-6'
P.L L-1 U-)r �
R.O.W. SAW CUT ASPHALT AS SHOWN. CONTRACTOR TO VERIFY SAW CUT
35'-6" 25-6" 25-6" 35-6" O LINE TO INSURE ASPHALT HAS A MINIMUM SLOPE OF 1% AND Q
NOT TO EXCEED A MAXIMUM SLOPE OF 4%. ADDITIONAL SAW CUT O
MAYBE REQUIRED TO ACHIEVE MIN. AND MAX. GRADES. U
MIN 1' LEVEL LANDING
BEHIND SIDEWALK (TYP) INSTALL BOLLARDS BEHIND SIDEWALK AS SHOWN. BOLLARDS TO BE
SAWCUT LINE SAWCUT LINE O2 MAXIFORCE BOLLARDS THAT ARE HYDRANT WRENCH ACTIVATED OR
2' SEE PLAN SEE PLAN E APPROVED EQUAL BY MERIDIAN FIRE DEPARTMENT.
3'1 Mq 5.00' 6.00' VARIES VARIES VARIES VARIES 3' 9.00' 2' 9.00' 6" 5.00' 1'-0" � S�-pP 3,•�
SCOPE X OUT j ��Op� CIO
1.50% 2.00% 2.00% 1 001 pPE
2.00% LANEWOOD RD LANEWOOD RD 2.00% 1 75% �' S� O3 THICKEN SIDEWALK TO 6" THICK ACROSS SECONDARY ACCESS ROAD.
5:1 MPX SUS 7. HWL E 3.
pp 1 S�pQ MqX OUT
0 0 0 "3"-ASPHALT
o 0 0 0 o Fco
S• F-Q INSTALL PED RAMP PER I.S.P.W.C. AND ACHD SUPPLEMENTAL
STANDARD DRAWING SD-712H.
5' SIDEWALKS PERISPWC AND ACHD VERTICAL CURB PER ISPWC PAVEMENT SEE 3"-ASPHALT PAVEMENT SEE Q L L ISUPPLEMENTAL DRAWING AND ACHD SUPPLEMENTALTE 3 THIS SHEET NOTE 3 THIS SHEET 5' SIDEWALKS PERSD-709 DRAWING SD-701. ISPWC AND ACHD INSTALL CURB TERMINUS PER I.S.P.W.C. AND ACHD SUPPLEMENTAL20 -6 MINUS PITRUN 4"-3/4" ROAD MIX 4"-3/4" ROAD MIX 20"-6" MINUS PITRUN SUUPPLLE�MENTAL DRAWING STANDARD DRAWING SD-707. �
3"-ASPHALT 3'-ASPHALT C)
SP-3, 0.50 INCH (�") MIX, PG-64-28. 4"-3/4" ROAD MIX 4"-3/4" ROAD MIX SP-3, 0.50 INCH (Y") MIX, PG-64-28. O SECONDARY ACCESS ROAD
SEE NOTE 13 THIS SHEET 20"-6" MINUS PITRUN 20"-6" MINUS PITRUN SEE NOTE 13 THIS SHEET 6 INSTALL 2.5" ASPHALT, 4" OF -" ROAD MIX OVER 12' OF PITRUN.
Q
RELOCATE EXISTING STOP SIGN BEHIND BACK OF NEW CURB
AVIATOR WITH DETACHED SIDEWALK LANEWOOD FRONTAGE RD AND BERM DETAIL O AND GUTTER.
- NTS - - NTS -
O n
Q
N . BLACK CAT RD . FRONTAGE : STA 0 + 00 . 00 STA 5 + 58 - 45
z w
N
2
w 3
F.n.l v Q o
J U
W
-OHP _- Ct
------ ------------------------------------------------------------ _ -- 0 30' 60' z N o l Z
0+50 1+50 2+50 3+50 4+50 5+50 �' - o o I Q
BLACK CAT 45.65 CL 1 45.64 CL 1 45.30 CL -"- 44.99 CL BLACK CAT 44.41 CL 1 45.24 CL w N o =
0+00 1+00 2+00 -3+06---_-___ 4+00 5+00 5+5 .45 z cn � w N Y R o
0+00 1+00 2+00 3+00 1\ 4+00 5+00 ` SCALE 1" = 30' W �i '� zo
45.52EP 45.40EP 45.21EP �� 44.94EP i' 44.86EP 44.46EP 44.40EP = o v "'o "o'
45.86 CL 45.41FG 45.79 CL 45.57EP No 45.47 CL 45.08 CL 44.65 CL 44.51 CL m o a
--------- -------------------
----------
--- --------- o- g-ar ------- -� ----ate -------- _ -------- _�----ae --------------- -----� ---- -----
45.36EG o 0 45.43FG o 0 45.37FG_________o _ -45.24FG------- 0 45.O6FG ---- 0 44.79FG a o 44.72FG o 'n 44.31FG o o - U ? m w
o o -________ __ _- o 0 0 �n o o C co o _ o r
d3 d3 d3 d3 `�� d3 d3 - N d3 �3 d 44.38EG d3 d3 m o
0+24.43 31.02R / �� 03 03 03 03 -03. 03 03 377$ 03 03 03 03 Ld
-
45.74 TRCI' 45.37EG 45.31 EG 45.18EG - 45.00EG 44.73EG o 44.66EG 44.31 FG z o
_ 44.25EG-44.27EG
I1 O - - - - - - - - - - -- - - - - - - - - - - - - - - \� - i - � Q w w
i i L - - - - - - - - - - - - � - - - - - - - - - - - - --- - - - - - - - - - ----- -- - - 00 R2 - - - - - - - - � = Q � o'
4 i y- r - 0 --- � -_> R2p. O.pO, � - - - - - - -- - - o c� o � o
(45.64E ) �45.25EG "I I/ 3 �= Plans Are Accepted For Public
I 1 I 4 1 -- -- - Street Construction Sao NA L F
11 70 I 1 I �i 1 45.75SW 45.60SW 45.45SW 45.30SW 45.15SW 45.00SW 44.75SW 44.73SW 44.54SW 44.60SW 45.24SW �'� G`s T E
I � 4s.o5sw \ � 1 I I By stamping and signing the improvement plans, the Registered �
o I I \� I 2 Engineer ensures the District that the plans conform to all District
2 policies and standards. Variances or waivers must be specifically
20.00' 6 0 ( and previously approved by the District in writing. Acceptance of the 9412
i w Ir- - -- - improvement plans by the District does not relieve the Registered ST5/18/20
o
�0
N Y Engineer of these responsibilities. �y q Te of
I + ' ( w I I a I I S. KIN��
BY DATE
ADA COUNTY HIGHWAY DISTRICT SHEET
C3 . 2