HomeMy WebLinkAbout008 C5.1 CIVIL DETAILS IFCO
E S
OLID
GRATIN WITH STYE 8 FRAMETRENCH
N,D&L � OF A'Yq
SIDEWALK/ LANDSCAPING FOUNDRY"J SERIES"WITH SOLID,BOLT
SIDEWALK/LANDSCAPING DOWN COVERS, (OR APPROVED EQUAL)
MARK A.
q BACK OF CURB BACK OF CURB 29 (WIDTH VARIES) FLOWLINE POND WIDTH VARIES '+ CHANDLER
v IES(12"MIN.) No. 9518ES
DROP FLOWLINE O
6. CURB -- <�CENSF-O
HEAD II��\ TOP OF POND:PER PLAN(Ca.0) Q /11,1
BASE COURSE w
W+2.5" B " - ANDD GUTTER CURB DEPTH VARIES:2.5'MAX POND DEPTH
x� -
,y,� 1.5'MAX WATER STORAGE DEPTH pp- U
PAVEMENT I 6" s<01 spy,
I CONCRETE PAVEMENT SECTION B — N.T.S. FINISH GRADE WITH 6" Sheet 7 OF 7
EEE��� CHANNEL TOPSOIL AND SEED Q
1FC0 STYES(STING COMPACTED TOPSOIL 0 m E
EXPANSION JOINTS BOTTOM OF POND H m o
COVER)TRENCH GRATING NO m
wrrH mE B FRAME,D LANDSCAPING a �
&L FOUNDRY J EXPANSION JOINT IFCO STYES SOLID COVER TRENCH GRATING WITH STYLE
BACK OF CURB ( ) N
SERIES" WITH SOLID, W+2.5" B FRAME,D&L FOUNDRY J SERIES"WITH SOLID,BOLT OVER-EXCAVATE BOTTOM OF RETENTION PONDS DOWN C7 ,'F c t BOLT DOWN COVERS,(OR 4"SIDEWALK H=6" DOWN COVERS,(OR APPROVED EQUAL) !�� a a TO NATIVE GRAVEL LAYER AND BACKFILL WITH WELL V1 .0s
APPROVED EQUAL) '`� DRAINING GRAVEL fi ] E
PLAN VIEW — N.T.S. (n mLL
W 6" SOTTOM WIDH PER P1. DIMENSIONS W AND I VARY,SIZE TO BE
DETERMINED BY ENGINEER BASED ON12"0X18" DEEP HOLE 25-YEAR EVENT,BUT NO LESS THAN 12"AT CURB OPENING FILLED WITH CONCRETE2. CONCRETE SHALL BE M-4000 � � � �`�'��"`�''�`�"`�''�`�"`�'�•�'`�'t L76"
MIN. 3. COVERSMUST BOLT DOWN TO FRAME Nao ao COURSE SECTION A — N.T.S. ���
Asa
NATNE GRAVEL LAYER W
8
8 V 3V
1 CURB CHASE DETAIL
2 CURB AND GUTTER DETAIL 7 SIGN POST SETTING DETAIL
C5.1 SCALE:NTS C5.1 SCALE:NTS C5.1 SCALE:NTS
4"MINIMUM,7"MAXIMUM OPENING
5 5/8"SMOOTH ROD RESERVED INLET CASTING CENTERED IN OPENING MUTCO R7-8 PSRKNO
NEENAH EJ W 703. OOR 7-4 (EXCEPT FOR EJIW 7030) (12"x181
DEETER 2d47L,OR
D&L 1-3517 1"MAX OFFSET ALLOWED FOR
TRANSITION CURB&GUTTER ~I,�' CASTING BACK PIECE ADJUSTMENT
TO MATCH INLET CASTING
TOPICAL FOR ALL INLETS) '�
!• ;• VARIABLE 2'-0 „
VAN ACCESSIBE
PRECAST CONCRETE, '. PERMIT REQUIRED u
M-3000 OR C-3000 2"x2%1/8"SQUARE VGO FINE
GALVANIZE STEEL TUBIE SET
VARIABLE(3'MIN.) �,. .�• IN 18"OF CONCRETE
NO.4 BARS AT 12"CENTERS N
MAX.,SPACED EQUALLY r`
0. CURB AND GUTTER TO BE WARPED
' TO MATCH INLET.
. BLOCK OUT FOR/ DESIGNERS WILL PROVIDE ADDITIONAL
�� �' -•� y �� OUTLET PIPE .4f fi! •• ):• DESIGN DETAILS TO FIT SPECIFIC =
CONDITIONS.
12"RCP(TYP)
s•I� (OPJ If
NOTE: TO BE MOUNTED AT A HEIGHT SO AS NOT
TO BE OBSCURED BY A VEHICLE PARKED IN THE
FRONT VIEW SPACE.
SIDE VIEW
HANDICAP SIGN DETAIL 24'x36' STORM INLET
0
n
3 a n A �
C5.1 SCALE:NTS COB DETAIL:02720-1, DEC. 2003 C5.1 SCALE:NTS
0
INTERNATIONAL SYMBOL OF ACCESSIBILITY, PAINTED BLUE WITH 3N P�Rceo�® V
4" SOLID WHITE LINES. CENTER SYMBOL IN PARKING SPACE. 1z.16 FOR
COMPACT
®sl U. ^
ONLY �Y
dx � O
4" WIDE SOLID YELLOW LINES AT z".2".1/B"SQUARE �y
45 DEGREES, 2' ON CENTER 6' RAMP GALVANIZED STEEL TUBE SE)
IN 18" ED CONCRETE(OP.) U
2R s'MIN. AT
MAX. 12:1
SLOPE A
4" WIDE SOLID YELLOW LINES (TYP.)
1-
MAXIMUM 2% CROSS SLOPE FOR HANDICAPPED
PARKING SPACES AND LOADING ZONES
NOTE:TO BE MOUNTED AT A HEIGHT SO AS NOT TO BE
OBSCURED BY A VEHICLE PARKED IN THE SPACE.
SIDEWALK DEPRESSED TO PAVEMENT
ELEVATION (LANDING TO HAVE MAXIMUM 3
SLOPE OF 2% IN ANY DIRECTION) ti
PEDESTRIAN DROP CURB ACROSS
LANDING
Issue Date.611412022
HANDICAPPED ACCESSIBLE RAMP AND STRIPING COMPACT SIGN DETAIL
C5.1 SCALE:NTS COB DETAIL: 02720-1, DEC. 2003 C5.1 SCALE:NTS
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