HomeMy WebLinkAbout16-0804 Kinkade Crossing Plat Utility IV Plan CommentsWAR304395
UPDATE BACKGROUND
STORM DRAINAGE
LINEWORK TO SHOW THE
NEW PROPOSED STORM
DRAIN ALIGNMENT. ADJUST
THE CONSTRUCTION LIMITS
TO ACCOMODATE FOR THE
NEW ALIGNMENT.
Lot Area
65%
Impervious
Allowed for
R-8 Zoned
Lots
Proposed
55%
Impervious
Impervious
Area Credit
(SF)(SF)(SF)(SF)
1 5,434 3,532 2,989 543
2 5,137 3,339 2,825 514
3 6,095 3,962 3,352 609
4 6,075 3,949 3,341 608
5 5,116 3,325 2,814 512
6 5,127 3,333 2,820 513
7 5,127 3,333 2,820 513
8 5,128 3,333 2,820 513
9 5,128 3,333 2,820 513
10 5,868 3,814 3,228 587
11 5,743 3,733 3,159 574
12 5,001 3,251 2,751 500
13 5,544 3,604 3,049 554
14 5,220 3,393 2,871 522
15 5,136 3,338 2,825 514
16 5,116 3,326 2,814 512
17 5,048 3,281 2,776 505
TOTAL 91,044 59,179 50,074 9,104
Required BMP Impervious Area Reduction (SF)
Lot Area X 10% =9,104
Provided BMP Impervious Area Reduction (SF)9,104
Lot
Number
ADD NOTE TO ROTATE SEWER
MANHOLE RISER SO THAT LID
IS IN THE PLANTER STRIP AND
NOT IN THE CURB LINE
NEW TYPE 2
CATCH BASIN
NEW STORM
DRAIN LAYOUT
CONCRETE INLET
PER COR STD. PLAN
200.30 DUE TO
LOCATION NEAR
EXISTING SEWER
REVISE PROFILE TO
SHOW NEW ALIGNMENT.
SHOW UTILITY
CROSSINGSI N PROFILE.
CONCRETE INLET
CONCRETE INLET
PER COR STD. PLAN
200.30 DUE TO
LOCATION NEAR
EXISTING SEWER
CONCRETE INLET
-+0-#&'%4155+0)
210&2.#0-+0-#&'%4155+0)41#& 5614/2.#05
%106174+06'48#.
5%#.'
64#%6$
5614/&4#+0#)'
&4#+0#)'
64#%6$
5614/
016'
WALL STRUCTURAL
PLANS CALL FOR
FOOTING DRAINS. SHOW
WHERE THE FOOTING
DRAIN WILL DRAIN TO.
-+0-#&'%4155+0)
210&%41555'%6+105 241(+.'5-+0-#&'%4155+0)41#& 5614/2.#05
UPDATE ORIFICE TO
MATCH KCRTS MODEL
UPDATE PAVEMENT SECTION
TO CONFORM WITH RMC
4-6-060. PAVEMENT SHALL
BE A MINIMUM OF 4" OF
ASPHALT OVER 6" OF
CRUSHED ROCK.
ADD COR 200.30 -
CONCRETE INLET
TO PLAN
SHOW THE LOCATION OF
THE RAMPS DOWN TO
MATCH THE DETAIL
SHOWN ON THIS SHEET.
(TYP)