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a :• e d x o e , x o 6 •a v • e A. GRADE AND ALIGNMENT TO BE ESTABLISHED �MENEM� Z
e BY THE ENGINEER AND THE PUBLIC AGENCY (� co
r• x N � • HAVING JURISDICTION. Z w co
coW QN N B. CONTINUOUS PLACEMENT PREFERRED, SCORE J UINTERVALS MINIMUM EIGHT FEET. w JAGGREGATE BASE NOTE: REFERENCE AG NOTE: REFERENCE AGGREGATE BASE C. MATERIALS AND CONSTRUCTION IN V w
ISPWC SD-702 ISPWC SD-701 COMPLIANCE WITH ISPWC SPECIFICATIONS.
D. BACKFILLS AS PER ISPWC SECTION 706.
E. SECURE RIGHT OF WAY PERMIT BEFORE NAL
ROLLED CURB & VERTICAL CURB & REVERSE LIP VERTICAL CONSTRUCTION IN PUBLIC RIGHT OF WAY. C'SO�STEFNC�2
o R� F
GUTTER GUTTER CURB & GUTTER �� 09/01/2023�
SECTION SECTION SECTION 6 VERTICAL CURB NO
NOT TO SCALE NOT TO SCALE NOT TO SCALE GUTTER - SD-701 A 17�882
NOT TO SCALE 9T
� FOF \� �
/N S. CAP\
CHECKED BY:
DAVID A. BAILEY P.E.
DRAWN BY:
KSC
WIDTH PER PLAN 1 r
1.757- f.25% SLOPE 2 1/2" ASPHALT
CONCRETE �" x x °x x x
xxx x p xx x x x O x x°X x o x xxx x X x x x �x 4" OF 3/4" MINUS CRUSHED
x a x x x xx x x x x,xx xvx x x x p x AGGREGATE
o 88S �'000�o o A x x x x x x xxKx x
12" OF 6" MINUS PIT RUN (PARKING)
z
2" OF 3 4" MINUS EOEOLD
CRUSHED GRAVEL
PARKING LOT
w
0
STANDARD MEANDERING SIDEWALK DETAIL SECTION W
NOT TO SCALE cn o
-NTS- >
Li
NOTE: CROSS SLOPE SHALL NOT EXCEED z
2.00% AT ANY SIDEWALK, HANDICAP
PARKING OR OTHER ACCESSIBLE ROUTE —
THERE IS NO TOLERANCE ALLOWED ABOVE P /1
2.00% VJ
J
J
z
HANDICAPPED PARKING SIGN
(VAN SIGN AT VAN STALLS)
SIDEWALK
SIDEWALK 1: 14
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SIDEWALK OSA
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o�o�o�oti`�°� 9, 0„ Q
ASPHALT I.-- o0 00000000 _
0 0 0 0 0
00000000000 14`1 9'-0" WIDE MIN. AT VAN
DETECTABLE WARNING ACCESSIBLE STALL SEE z Z Z
ISPWC SD-712 24" DEEP SITE FOR DIMENSIONS -i o
MIN. FULL WIDTH OF Q
SIDEWALK LANDING. \ 01Lij
—
a_ Q
NOTE: CROSS SLOPE SHALL NOT EXCEED HANDICAP RAMP DETAIL NOTE: UI
W
2.00% AT ANY SIDEWALK, HANDICAP —NTS— SIGN VERBIAGE AND �. Q
PARKING OR OTHER ACCESSIBLE ROUTE —
THERE IS NO TOLERANCE ALLOWED ABOVE STRIPE COLORS TO \01
2.00% COMPLY WITH STATE L.L
AND/OR FEDERAL
REGULATIONS. N�y
4 PAINTED STRIPE, TYP.
L.L
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DATE:
8-25-2023
PROJECT:
C2022-006
SHEET