Response to Comments.pdfi= imamm o Lovefl Sauerl aii d and Associates, Inc. Phone: 425-7754591
ib R 5 1 6 U R V E V 0 H S Z 19400 33rd Avenue West, Suite 200 Fax: 425-672-7998
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Surveyors Engineers L Planners Development Coil Su I tarl IS_ -
Lett ei- of'fraits niiteal File No. 4804
To: Lyle Chrisman, City of IEdmorids lRevierAter
c/o Jeanie McConriell i�nery o, ED
Subject: PMA Viewland #S 05-172
5
From: Jerry O'Connell
Date: 09gni;`0 � onww
12-06 2nd Submittal OJ,,flvj(,"t"^,,
5
WE ARE SENDING VGUm
NUMBER DATE ITEM DESCRIPTION
. . . ... ......
2 Revised Civil Plans
....... ... .
2 Engineer's estimate
The plans have been revised to address your first review comments, as follows.-
Shtl -
1. revised & moved sequence to slit 3.
2. revised general note 5.
3. called -out yard drain type & inverts,
4. eliminated fill rockeries over 3';called-out plat rockeries; revised ht. to be 8' or under.
5. added traffic control plan
6. rockery drains were originally shown.
7. if pipe inverts are not called -out, then they are the same in/out of structures.
8. added mailboxes
9. the inlet invert is shown on sheet #4
sht 2:
10i. added side sewer inverts
11. added cleaniiouts
12. added capping note
sht 3:
13. added additional filter fence
14. grading includes to house subgrade, but not footing excavation (please clarify)
sht 4:
15. revised general note
16. called -out sdr35 pvc in City ROW,
17. detention detail- added vent & pvc/crnp coupling
18. removed rockery detail
19. revised sewer cleanout detail
P:\LSA Engineering DocsA-800 diru 4899\480d\4804TRN--2nd SUB.doc
storm drainage report:
20. checked with applicant. He states that ex. Cistern/ditch is working fine. No
evidence of problems based on recent site visit. Final design will reduce the runoff to
the ditch.
21. exposed onsite stockpiles protection is covered in construction sequence, and notes
on sheets 3 & 5.
General:
22. enclosed engineer's estimate.
If you need additional information, please call me.
Cc: 1 set - Mike Arnim, PMA Development Services. LLC.
P:ILSA Engineering Docs14800 thru 48991480414804TRN-2nd SUB.doc