03.27.2013 - AAI response comments.pdfAAI alghall also 6ales,
E NGI N E E R I I",J ('n�
IMEMORANDIUM
DAI E., February 27, 2013
°1°0'. City of Edrfronc]s Erxl, r��Venng Department (.Jeanie Mc(,.onnell)
BY,, Craig Harris, PE
S
er LPBJEc,r: Plian and Storrnwatl(,,mpoyt Review-- Februwy 12, 2013
PROJECT. Walgreeris Edmonds --- Edmunds, WA
PROJEC'YNO..- 111182.11
Below are responses to the review comments, from your rnerno dated FebrUaly 12, 201 .
Generall
i. A copy of the Update cost estimate is provided. 'rhe responsefrorn the last submittal on
what we revised is sfill valid.
2 A contractor will be chosen soon arid TCP and Haul Route will be provided at that time.
3, N//A, 'This herr has been addressed in our previous response to (".ity Comments.
4,, Please refer to comments on sheet C-101 for additiorral inforl-nation.
6. Please refer to con,vrients on sheet -101 for additional information.
6. Please refer to comment s ori sheet CA 00 for additional information.
7, Preliminary Easement documents have been forwarded to you, for review,
8. Preliminary E�.isernent documents have been forwarded to yot,.i for review.
9. The retaining wall has been modified to reduce grade changes between our- parcel arid
the parcel tot he east. The owners of each parcel are working together to create a
construction easement for work needed to construct the wall.
10. No revision clouds are shown. This was a client typical way of tracking:, changes even
during "design" phase, We have omitted them for City submittal.
4875 SW Griffith (")H,jVe I Swjjre 30CI 1 r3(, OR 197005
,HV(,
503.620.3030 1 tel 503 620.55391 rbx w vj w . a a i e n g c cb ni
afghan assuciales, ine.
ENGINEERING
... r, .r, r,
1. a. A figure has been added to Appendix B of the Stormwater Site Plan.
b. The new pipe will be connected to the existing catchbasin that is located to the north
of the new retaining wall.
c. Details for the pipe supports and wall penetration are provided by the Structural
Engineer and a copy of their plans is included in our new set. We are including a
Hydraulic Grade analysis is included in Appendix B.
2. Sizing for the CDS unit is provided in Appendix B.
3. Quantities, details and sizing have been updated. A description on how the water flows
between the chambers and the reason for the manifold are explained in Section 5.4.
C-100
1. NA.
2. Comments a., b., c., d. have all been addressed on the revised plan sheet.
C-101
General., Plans have been submitted to Wash DOT no plan review response from them yet.
1. Revised.
2. NA.
3. Dimensions added.
4. Cross Sections renamed top reflect actual sections cut on the plan.
C-110 and C-111
1. Plans have been submitted to OVWSDT no plan review response from them yet.
2. Plans have been submitted to OVWSDT no plan review response from them yet.
3. Plans have been submitted to OVWSDT no plan review response from them yet.
4. Plans have been submitted to OVWSDT no plan review response from them yet.
5. NA.
6. Detail number has been updated in plans.
7. NA.
4875 SW Griffith Drive I Suite 300 I Beaverton, OR 197005
503.620 O30 1 tet 503.620.5539 1 fax ww w , a a i e n g. c o m
I AA I alphas associates, iac.
ENGINEERING
10. NA.
11. See response to comment 9 in General above.
12. See response to Jerry's comments above.
13. NA.
14. NA.
15. NA.
16. NA.
17. NA.
16. Nate has been revised.
MM
1. Sheet C121 included in the plan set.
2. Revised.
C-510
1. We will keep the sheet labeled as shown.
2. We will keep the numbering and referencing as shown.
3. Revised
4. Revised
4875 SW Griffith Drive I Suite 3001 Beaverton, OR 197005
503.620,3030 1 tel 503.620.5539 1 fax
W W W. a a i O n g. c 0 M
a
AAlafghan associates, inc.
EN G I N E E R l N G
C-511 and 0512
1. NA,
2. NA,
3. NA.
4. NA.
C-540
1. This sheet is not standard to Walgreens requirements. We have updated the detail
numbering as requested.
Please let me know if you have any further questions.
cc: t=ile
4875 SW Grfth Deive I Suite 300 1 Beaverton, OR 197005
503.620.3030 1 tel 503.620.5539 1 fax www . a a i e n g. c o m