HomeMy WebLinkAboutEmergency Access Exhibit Sheet Notes: 9� ��_=
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE =p �I THE
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND
MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. .
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. . G R 0 UP
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
OFF-------- ---
66D,�" I CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
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I 1 5l 2 DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
<01'k_� _ _ _ _ PRIOR TO DIGGING.
N _ OR 3. COMPLY WITH ALL NOTES ON SHEET C1.00.
+ CC 1 4. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
M I "' CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
I ------- 1 WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
I SW: 2664.72 1 2 SW: 2669.68 SLOPES.
DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
1 I 1 2 i
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° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 0 00 00 ° 0 00 ° 0 ° 0 � ° I � 11 5. ABBREVIATION NOTES:
I CC 00 00 00 0 00 00 00 00 ° ° 00 000 00 00 000 00 00 000 00 Q °
4 01 0 0 O ° 000006.3 O 0 0 0 0 O ° ° 0 0 O 0 0 0 0 O 0 0 0 0 O ° O 1 SW-SIDEWALK WALK ELEVATION
- OI ° ° ° ° ° O O O `' ° ° ° O ° ° ° O ° ° O ° ° 00 ° 00 ° O ° O ° O O ° ° ° ° O O 1 ° ° EG-EXISTING GROUND ELEVATION AT CENTERLINE
0 000 00 00 ° O00000o00 ° 00 00 00 00000000 00 ° 0 00 00 ° 0 ° o ►0 00 ° I o
cc c1 00 0 00 00 0 0 00 000 00 000 00 00 000 00 00 0 00 m
1 i C1j 0 00 ° 00 ° 0 00 ° 00 0 00 ) 000 00 ° 00 00 ° 0 ° 00 ° 00 ° 0 ° ° ° ° ° O I N
CP N o 3 0 0 00 ° 00 000 0 �0° 0000 �000° 0000000000000000000000 3 n0 00001 o y
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v ° 000 0000000000 � 000� 0000 � 00 � 00� � 0 ,� 10
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00 = 000° ° ° O O O O 0 O 0 000 O 00 ° ° O 00 00 00 --- 00° Keynotes:
0 000 0 00 0 0 00 00 00 00 0 000 00 00 000 00 00 ° 00 00 10 0 1 1
I SW: 2665.52 d o 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 0 0 ° ° O 0 0 0 0 0 O° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O \� SW: 2669.81 o 1. INSTALL GRASSPAVE EMERGENCY ACCESS DRIVING SURFACE PER DETAIL
0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 O
o O O � O O O o o � � J h ,
O 1 THIS SHEET.
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N — r — — 2 — — — — M 1 2 — 2. INSTALL BOLLARD PER DETAIL THIS SHEET. r
3. CHAIN WITH PAD LOCK COORDINATE WITH FIRE DEPARTMENT FOR TYPE OF
I I I I I I 1 CHAINING AND LOCK W
4. CONSTRUCT CONCRETE DRIVEWAY FOR DETACHED SIDEWALK PER ACHD y
Emergency Access Detail
SUP SD-710C.
Scale: NTS
SPECIFICATIONS
UNIT SIZE- (20 x 20 x 1 )
E r O
AVAILABLE IN 9 STANDARD ROLL SIZES
WELD SOLID UNIT WEIGHT-510 GRAMS (18 OZ.) OR 2.0 KG (4.5 Curb Legend:
EYELET ONTO POUNDS)
STANDARD 6"VERTICAL CURB AND
BOLLARD
STRENGTH -402 KG/CM2 (5720 PSI) GUTTER PER ACHD SUPP SD-701
COLOR- BLACK (STANDARD)
FILL PIPE WITH CONCRETE, ROUND TOP RESIN- HOPE (WITH SOME POST-CONSUMER ______________ STANDARD 3"ROLL CURB AND U
RECYCLED CONTENT) GUTTER PER ACHD SUPP SD-702
PLAN
6"SCHEDULE 40, STEEL PIPE SET IN CONCRETE Q
FOOTING. PRIME AND PAINT AS SPECIFIED. GRASSPAVE2 SQUARES
CHAIN AND PADLOCK ATTACH COLOR TRAFFIC YELLOW.
PADLOCK TO WELDED EYELET ) ADJACENT GRASSPAVE2 SQUARES
O
0
LANDSCAPING PER PLANS GRASSPAVE SURFACE 4< I I = c
PER PLANS I i SEE ENLARGEMENT BELOW O Q
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cc
I I HYDROGROW MIX BELOW RING SUPPLIED FREE Ca
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a I BY MANUFACTURER
a + /
D D D D O D D D O D D a / RINGS FILLED WITH CONCRETE SAND (CLEAN, 1
- - - - - -
. . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . .
SHARP SAND) Revisions
�\�i\i\\i/ i\\� °\�\�\\i�\\°\\\i\\i\\� a i\\io\�\�i\\i�\i\\�\i\i\\ice o III o 00o o o III o o o° ono ono 0 0
�A�\iA\iA\i\\�A\iA\iA\i\\�A\ \\iA\i �A\iA\iA\i\\�A\iA\iA\V�` �A\i VV�AiA\i VV�iAiA\i\V�AiA ° m oA\o o\i\oAoo\o o\iA\ioioA�\iA� 0�°�°�0�°�°�°�(C' oc �0 2 0�°�°�° °�°� 0 0 o COMPACTED SANDY GRAVEL ROAD
0 0 0 0 0 0 0 0 0 0 0 0 0 0 o° � o�'o O O o BASE 95/o MODIFIED PROCTOR
00000Ao�00000\\oo �f-Q�s -�0 Q-VP_ -
DENSITY, MIN. 12"� o�-Q_t� � - �4 - zt4
O0-O0-O0-O-00-O0-01—O0-O0-O0-O0-O-00-O0-O_10 0_0-_0
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AA\i�\i \i�\%A\ �VA� o lo� o o lo� of
00 COMPACTED SUBGRADE
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SECTION
o�\000 COMPACTED SUBGRADE 000\o\oo\ a a a \
TOP OF GRASS ROOT MASS 6 MM
O \\0000! A0000\000 O O O O O 4 ) ABOVE TOP OF RING.
`fl 0 \ ocp o Ooo 00 000\o \oio\o%o0 000.00 � GRASSPAVEz ATTACH WITH SNAP-FIT
FASTENERS
o�oDoDo�o�oD0 0 0
000 000 000 000 000 000 000 0 000 000 000 ROOT MASS TO FILL GRASSPAVE2
6" 6" 6" BASE COURSE AS SPECIFIED
NOTES: ENLARGEMENT COMPACTED SANDY GRAVEL
1. REFER TO PLANS FOR EXACT BOLLARD LOCATIONS.
BASE COURSE ONAL ENG
Steel Bollards w/ Chain 3 Grasspave - Emergency Access Detail & Section 10961
zScale: NTS Scale: NTS �, o
9SoN DEN
0('/14/2D23
3 Plans Are Accepted For Public Project No.: 121027
Street Construction Date of Issuance: 06-13-2023
By stamping and signing the improvement plans, the Registered Project Milestone: Permit Set
Engineer ensures the District that the plans conform to all District
policies and standards. Variances or waivers must be specifical— Roadway
ly and previously approved by the District in writing. Acceptance
of the improvement plans by the District does not relieve the Emergency Access
Registered Engineer of these responsibilities.
BY �Q Irmeal DATE:07/10/2023 Details
y ADA COUNTY HIGHWAY DISTRICT
C11