HomeMy WebLinkAboutSht C2.1 - Civil Details 03-05-19 w
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REGULATORY SIGN
3 PER MUTCD m
1 SIGN BLANKS MOUNTED STANDARDS, z
BACK TO BACK ON POST SIZE = 24%24"
0
2"-4" CLEAN ROUND
ROCK SPLASH PAD
OVER NON-WOVEN 2' (MIN) POST(144 GAUGE)
QUARE TUBE
GEOTEXTILE FABRIC
FASTEN POST TO SLEEVE WITH %6" CORNER
BOLT(A325) 1 J¢" ABOVE FINISH GRAGE. z
FINISH GRADE INSERT BOLT HEAD FROM OPPOSITE SIDE OF g
r2' EXPECTED IMPACT. INSERT DRIVE RIVET INTO >
2" PREFORATED L OPPOSITE SIDE.
I POST DETAIL SQUARE TUBE 4"
(TELSPAR 7' (MIN)C2.1 RIP RAP SWALE OR APPROVED 2 Ya" X 30" 12 GAUGE
NTS EQUAL) NON-SLEEVE (TEDLSPARARQU K BE SIGN
POST
BACK OF CURB PUNCH" OR APPROVED EQUAL)
24" o
VARIES 12' FLOWLINE INSERT SIGN POST 18" INTO SLEEVE 1-1
SOLID COVER L
EXPANSION JOINT '
NTq,y
SIDEWALK �9"� M-4000 CONCRETE ANCHOR
CHRIG G.
w eUaers �
a z SIGN POST FOUNDATION DETAIL R PE
U 0�J ASS/ONAL E.'
z x 0 w ATTACH SIGNS TO POST WITH �" DRIVE RIVETS (MIN. 2 PER SIGN)
w �
a
o x DRAWN BY: CGB
w a EXPANSION JOINTS 3 DETAIL REVIEWED BY: BLB
1.5Al I C2.1 TYPICAL STOP SIGNAGE PROJECT ENGINEER:CGB
n� 6" N.T.S. DESIGNED BY:CGB
VARIES
10'
CONCRETE DROP CURB NORMAL CONCRETE SLOPE BOTTOM 6" TOP SOIL
CHANNEL HEAD GUTTER LINE TOWARDS OUTLET. SEE
4 GRASSED SLOPE GRADING PLAN FOR I�
DETAIL
IIII-11I-11I-_-_ 1 4 - I=11I-'IIIIII-I b
-III-III- VARIES =III=III=III=III_'I I�111I III II III I II II I I I1=1 11=1 11=1 11= � -I 11=1 11=1 11=1 11=1I 1=_
-III-III=1I1=1I1=1 I1=1 I I-I- I-I I 1=1 -111-11-L=L=III=III-I'
=1I1=1 I1=1 1=1 1=1 1=1 1=1 1=1I1=1I1= -I I1=1I1=1I I-III-III-III-I 1=1I 1=
IFCO STYLES (SOLID COVER) TRENCH GRATING '1=III=III=III=III=III=III=III=III=III=III=III-
WITH S -III=III=III=III=III=11 III=III=III=III=III-1'STYLE B FRAME, D&L FOUNDRY"J SERIES" -IILIII;III=III=III=III=III=III=III=III=III=III= -III=III=III=III=III=III=111 -III=III=111J11=
WITH SOLID, BOLT DOWN COVERS OR APPROVED EQUAL -111i III=III=III=III=III=III=III=III=III=11KI1111111111111111111111111111111111111111111�11-III-III=III=III=III=III=III=III- --11 --
( ) 11-I 1=1 1=1 1=1 1=1 1=1 I1=1 1=1 1=1 1= -- =1 1=1 1=1 1=1 1=1I1=1 1=1 I�I- -
=1 I1=1 1=1 1=1 1=1 1=1 1=1I1=1I1=1I K 1 I 1== = 1I I I I-III-I 1 1=1I1=1I-1I1=1I1=1 1=1 1=1 1=1I1=1' �a
=I I-III=1I1=1I1=1 I1=1 11=1 11=1 11= I I II I II I II I111 II 111I111 II 111 I II I I I I 1=1 11=1 I I-1=1 11=1 11=1 I
=1 1=1 1=1 1=1 1=1I1=1I1=1I K-=-= _ _ =1I1=1I1=1I Iq 1=1I1=1I IIf�
111=111-111-111-�-L- —AI-III=III=III=III=III=III-I_I11=ll=ll=ll=lll=lll=L=ll NATIVE MATERIAL
I11-111-1I p1 11=1 11=1 11=1 11=1 11=1I1=1I1=1I Iq 11=1I I-III-I I1=1I I-III-III-III,
IFCO STYLES (SOLID COVER) TRENCH GRATING III11111111111111111111111II11=III=III=11-III=III=III=III=III=III=III-1=III=III=III- I-III-III-III-
WITH STYLE B FRAME, D&L FOUNDRY% SERIES" _=III=III=11�111=III=11 KI11=III=III=III=III=III=III=111q 11=III=III=11111 AI=III=III=11 op3
WITH SOLID, BOLT DOWN COVERS (OR APPROVED EQUAL) I�d
MPX• FLOWLINE
0 0 0 0 0 0 0 0 0 0 o do GRAVELS NATIVE C�
4 1 h �I
.5%MIN. 6„
I I I�I4" BASE COURSE DETAIL�- AS REQUIRED-{--T.5' F�5' BOULEVARD�2'-0"-i
SIDEWALK CURB & GUTTER czJ STORM WATER]BASIN DETAIL
PER STD. DRAWING N.T.S.
02528-1
SECTION B - N.T.S. OUTLET CHASE
4" THICK P.C.C.
SEE SITE PLAN SIDEWALK
IFCO STYLE S (SOLID COVER) TRENCH GRATING
EXPANSION WITH STYLE B FRAME, D&L FOUNDRY"J SERIES"
JOINT WITH SOLID, BOLT DOWN COVERS (OR APPROVED EQUAL) b
r SIDEWALK 3" COMPACTED CRUSHED
16 5„ -e
M �
I� i�ROCK BASE o
o4y
6 14 6 6' 1 IIII COMPACTED SUBGRADE
C7
BASE COURSE O `�
6"
NOTES. a
_ CONCRETE SHALL BE M-4000 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN.
BASE 2. SIDEWALKS SHALL SLOPE TO BACK OF WALK AT 2%. - �"
COURSE COVERS MUST BOLT DOWN TO FRAME 3. CONCRETE SHALL BE 4,000 PSI ®28 DAYS. -
4" MIN. 4. CONTRACTION JOINTS SHALL BE PLACED PER O.O.B.STDS. ® H
5. EXPANSION JOINT MATERIAL SHALL BE PLACED PER C.O.B.STDS. oc
SECTION A - N.T.S. _ c
DETAIL �
cz.l CONCRETE SIDEWALK
z DETAIL NTS
cz.l CONCRETE STORM DRAINAGE SIDEWALK CHASE SHEET
C2.1
CIVIL DETAILS
LITTLE COTTAGE
PROJECT:17-106
DATE:03-05-19