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2. CONCQE TE S14AL / BE C44V rA � � l 6 Jq c -S 01 fN'l/al?d Ceme 71
per cubic yard
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W17-1-IIN 1P,4RkWA Y AREAS - 4,0Z0REa AUPEN,01CU44Q 70 4Ul19.
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BE 771E -5'4ME .
LONG/TUD/NQL. BdRS
PAR/INA Y TYPE M/-/ A-RAR,5
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OQ EQUQL
I
=
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SIDEWALK DRAIN DETAIL,
NOT �S�LE
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1.. FLOOR OF STRUCTURE S1.1QLL '$E 61V25V A STEEL
TLVWFL F/N/S/-/ .
2. CONCQE TE S14AL / BE C44V rA � � l 6 Jq c -S 01 fN'l/al?d Ceme 71
per cubic yard
3. 70" P OF STRICT UQE .5#XL L SLOPS TGG ,4RDS CURB A T
W17-1-IIN 1P,4RkWA Y AREAS - 4,0Z0REa AUPEN,01CU44Q 70 4Ul19.
4. W/ -/ERE POSSIBLE 7/-; ' 70P 0,r AQ4/N 41� s1P'c- ld4W WA/- L
BE 771E -5'4ME .
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PAR/INA Y TYPE M/-/ A-RAR,5
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OR FQU4L p1TUM//t/OUS PQ/NTED) LV
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PER AZ11. -AWRY # A -- /530 / OR f-{, & .
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FQGE Of' CURB �� �l ,�I ,Q$ C�
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CP . r�EdQ
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OF CURB 110064Q. �
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L /411173 OF DISC17146E STQUCA QE
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INLET.
DETAIL OF CURB FACE TRANSITION
ef J BAR SC41,EDULE
OP5V/NG
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L JL -
I _
PEN
s/N .3D ER PL4
C61R43 OPEN//VG CURB F4CL Tl14NS/r/0iY
Wh/ERE APPl/CdBLE
OUTLET
DETAIL OF CURB FACE 'TRANSITION
110TE:
T/1E U//orti OF,01WIN/9 z2Es16NArEd
QN STREET IcMN, 51/2FET 2
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►TO. CURBGUTTEQ
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A 26229 Z
Exp. -31 MANOR LOTS
f OF C A0 - -
WHERE OPEN/NG LENGrN EXCEEDS d ' 11SE PQoT.EcrroN Ade SUPPORT BOLTS,
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SPAC,5 -1 "OC. 4IQX.
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89GW', OR fQWL \
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�CF ,
B r/C�
c aC g AV
(o rrC/- ,
EXP. JO/Nr
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AL
STA. CURS �GUTTEII
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/OPEN/rvG
STD. CURB GUTTEW
`'/
PER PLAN
CURB FQ CE
CURB OPEiV1/VG
aw SAGE
CURB FdCE Tl?/I NS/7lL
MVISIrIOl
MATS/TiDN
WHERE QPPL./CABLE
INLET.
DETAIL OF CURB FACE TRANSITION
ef J BAR SC41,EDULE
OP5V/NG
_ _.
L JL -
I _
PEN
s/N .3D ER PL4
C61R43 OPEN//VG CURB F4CL Tl14NS/r/0iY
Wh/ERE APPl/CdBLE
OUTLET
DETAIL OF CURB FACE 'TRANSITION
110TE:
T/1E U//orti OF,01WIN/9 z2Es16NArEd
QN STREET IcMN, 51/2FET 2
8 it Oce ----
�rCF
►TO. CURBGUTTEQ
q@f ESSIpNq�
v~� * C. H off►\��'�
A 26229 Z
Exp. -31 MANOR LOTS
f OF C A0 - -