1.) Each
condition must be rejected or accepted in writing by the applicant
within
thirty (30) days of the date of this approval, or in the absence
of such acceptance, this approval shall be deemed rescinded
as of the expiration of the thirty (30) day period or the date
of receipt of the rejection of any such condition, whichever
first occurs.
2.) List
the pipe and stormwater structure schedule on the utility plan.
3.) The roadway
inlets shall have weep holes.
4.) Pipe
bedding shall be 2A aggregate.
5.) The
numerical classification for the structures shall be the same
on the plan, profile and schedules.
6.) A
profile for pipe run P9 shall be provided. Show 1-11 and 1-12
on the pipe schedule
7.) There
are numerous grade conflicts between the plan and profiles.
8.) Show
the yard drain and connection detail.
9.) A
monitoring manhole shall be shown on the downstream end of
the grease
trap. Provide detail.
10.) The
sanitary lateral pipe shall be SDR-26 – 6” to building
transition.
11.) A
detail of the lateral saddle shall be shown (Seal-Tite Type E)
12.) The curb shall be 22” depth,
7” reveal (Revise top of curb elevations on the profiles
to reflect this change)
13.) Sidewalk
concrete shall be 3500 psi.
14.) A
note shall be placed on the record plan referring to the special
exception use determination.
15.) The
lot boundary does not close.
16.) A
note shall be added to the plan concerning perpetual stormwater
facilities maintenance.
17.) LCCD
approval is required. LVPC review is required.
18.) The
water-sewer crossing shall be eliminated.
19.) A
dumpster enclosure detail shall be provided on the plans.
20.) Water
connection and meter detail shall be shown on the plans.
21.) All
fees shall be paid to the Township and Developer shall execute
land development improvement, maintenance and security agreements
to secure the construction and maintenance of required improvements
in a form satisfactory to the Township Attorney.