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HomeMy WebLinkAboutCC - Private Street Cross Section Q O U Q i C_ ` O O v N C ♦/1�S T w ■� ZF co Z Z MENEM � O N L� Z tz w cc W � W ~ w Z w ENEM PEDESTRIAN RAMP FOR ROLLED CURB RAOMPS FOR CORNERS W/ MIN 15' RADIUS AND UTILIZING ■TES � Z � M NOT TO SCALE ROLLED CURB. W < o 8 RAMPS ARE CONTAINED WITHIN THE CURB RADIUS. J U - c RAMP DIMENSIONS u.i J CURB TYPE = STANDARD 3" ROLLED CURB PER r' o � Q ISPWC SD-702 V w ♦ O TYPE "H4" ♦ THROAT DEPTH = 4' FROM FACE OF CURB THROAT WIDTH = 4' MIN TYPE "H 1" WING= 3' TRAVERSABLE �4� h 4' WING= 1.5' NON TRAVERSABLE S�pNAL F,y Q RAMPS REQUIRE A MINIMUM 4'x4' LANDING IN SIDEWALK �CD 0 4'T QD o0 4, O @ 1.5% +/- 0.5% (2% MAX SLOPE) G\STFR�OiJi�� 1 � go RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE Q TRAVERSABLE WINGS SHALL NOT EXCEED 10:1 (10%) NUM 0 H 0 NON TRAVERSABLE AREA- PATTERNED CONCRETE\ 0" LAWN\GRAVEL\ ETC. 'A r © 4'x4' FLAT STREET SIDE LANDING REQUIRED (AS SHOWN) ��TF OF CONCRETE FILLET MUST HAVE A THICKNESS OF 8" AS SHOWN ON SD-708 p A. B LANDSCAPED ( CURB IS NOT REQUIRED TO BE FULL HEIGHT AREA DETECTABLE WARNING PER ISPWC SD-712 ® CHECKED BY: ♦ MID-BLOCK AT" ♦ DRAWN B Y P.E. BAILEY DETACHED SIDEWALK LEGEND DAVID A. BAIL TYPE "H7 1.5%f0.5% (2% MAX SLOPE) 4' ♦ 7.3%f 1.0% (8.3% MAX SLOPE) JBID M ♦ 9%f1.0% (10% MAX SLOPE) D 41 4 O NOTE CONST. THROAT WIDTH AS 4' H MINIMUM OR AS SPECIFIED. z 0 NOTE : R=25 PER SITE GEOTECHNICAL F P/L P/L REPORT BY SITE CONSULTING, LLC 33'-0" DATED MARCH 19, 2019. 6 27'-0 5'-611 NOTE : PER ADA REQUIREMENTS A 1' MINIMUM FLAT LANDING IS REQUIRED 0 -0'-6 ADJACENT TO ALL SIDEWALKS AND w a 13'-6" 13'-6" 5'-0" PEDESTRIAN PATHWAYS. N o La 11'-6" 11'-6" SLOPE SIDEWALK 1.75% f z 0.25% PER ISPWC SD 709 V) --- SLOPE 2.00% SLOPE 2.00% J 4" - 3/4" MINUS CRUSHED GRAVEL 5" THICK CONCRETE • SIDEWALK (TYP.) WHERE SHOWN IN PLAN VIEW O 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED w PAVEMENT GRAVEL (COMPACTION REQUIRED) EXTEND GRAVEL AND PIT Z RUN 6" PAST CURB. (TYP.) W ST ANDARD ROLLED 27' PRIVATE CURB & GUTTER (TYP.) AS PER Q ACHD SD 702 Z STREET SECTION 10" - 6" MINUS PIT RUN NOT TO SCALE 0 0 ( � VI I If6"�I v — d co Q W WIDTH PER PLAN 1/2" R. g" 1" FULL BOND WITH REZI— ° m TOOLED JOINT 1" BATTER N ACCORDANCE LD 1000 PDXY NTH IN 1" R. CONCRETE W MANUFACTURERS v ^ w z PAVEMENT sPECI- FlcnnoNs. a ° � ASPHALT MAT J 1.75% f.25% SLOPE N III III . . �8„� � x x 'll���l II xxx xx ' x x v x .°x ;o .x°■x• x _x x x �x xx. NATURAL �"` " '�`x • *xx xx x • x x x■ x x'x x x%v ASPHALT PAVEMENT A. GRADE AND ALIGNMENT TO BE ESTABLISHED EARTH GRAVEL ASE L Q °��� � x ',�g�° x xx xx x SLOPE PER PLAN BY THE ENGINEER AND THE PUBLIC AGENCY G x x m �� HAVING JURISDICTION. W 2" OF 3 4" MINUS x xxx x 6" EXTRUDED CURB DETAIL B. CONTINUOUS PLACEMENT PREFERRED, SCORE -NTS- J ` CRUSHED GRAVEL ' �"x : x INTERVALS MINIMUM EIGHT FEET. /P C. MATERIALS AND CONSTRUCTION IN NOTE: 0 J COMPLIANCE WITH ISPWC SPECIFICATIONS. THIS DETAIL IS SHOWN AS ALTERNATE TO NOTE: CROSS SLOPE SHALL NOT EXCEED VERTICAL CURB DETAIL THIS SHEET. THICKENED EDGE SIDEWALK DETAIL 2.00% AT ANY SIDEWALK, HANDICAP D. BACKFILLS AS PER ISPWC SECTION 706. CONTRACTOR SHALL OBTAIN APPROVAL FROM > 0 PARKING OR OTHER ACCESSIBLE ROUTE - ENGINEER IN WRITING FOR ALL PROPOSED —N TS— THERE IS NO TOLERANCE ALLOWED ABOVE E. SECURE RIGHT OF WAY PERMIT BEFORE LOCATIONS. 2.00% CONSTRUCTION IN PUBLIC RIGHT OF WAY. of 0 6" VERTICAL CURB NO W W GUTTER - SD-701 A W e NOT TO SCALE Z L W r U � V) DATE: 3-25-2025 PROJECT: C2023-002 SHEET