3110 PINE ST 2016-01-01 MF Import

�, r - . C'u/�v =- �-,;�G- �i;pis= , ._- .t.__ .�„, � � eVE'Y�t"i ��y � August 20, 1980 L`�� , �� , � �:1� 3//d �c; . / � �U �r >�.y � ��"'� • �"- `� ,.� � Mr. John C. Bryant L �� '/ ` ��A` / Bryant dc Frets, AIA Jr t,.: �� •�� ' "' 717 Medlcal-Dental Bulid[ng �,��,�� •�Q ,. s�� P. O. Box 9E6 ��.� �,..L Everett, WA 98206 !ti� y//� REs Site Work Plan Review for A4DE Pac•tnership Build �fIc dc Plne Dear Mr. Bryants �----- �/ it was a pleasure meeting you Monday afternoon; and a former Llghtning skipper from a huil number in the 80's. . . I am impressedl That certainly pales my senlorIty in hull number 864. Confirming our dlscussion, I have personally review-ed the comments �n your plans� and I support the professional judgment expressed by h1r. Tom Thetford as both good clvll engineering and pubiic works maintenance practice, but I mwt also agree that our trarumittal of Tom's comments on your check prints was a ltttle difficult to read in places. However� leglble r:rltten comments «�ere alao attached which may not have been brought to your atter tlon, and I have had them typed with a copy attached for your use. _ Relative to tlght Ilning the roof drains, the intent is to keep runofl from flowing acro.:,s the stdewalks whIch could cause a sli�Qing hazard when wlnter frcezing temperatures are a distinct possibllity. Dischargin_r, from the roof drelns lnto tl�- planters Is acceptable provided the planters can recelve all the runoff. D3scharging onic the paved areas is undesirable as pointed out, and my suggestlon is to delete the words, "or onto paved areas" in note number 8 on Sheet SP. Slnce the drainage calculations accompany ng yaur plans included on-site �etentlon, we assumed you werc considering tfils �n your design even though lt w•as not shown on t17e plans. To avotd any posstt!e misunderstanding, we pointed out that detention was not required, but that a gas trap w(th oil separator must be included. Thls wns � in:.luded ln the SEPA review last February which should havc been sent t�� you at that tlme. A copy cf ttie outlet trap detail from the Clty's Developers Guide and Constructlon Standards is attached. This should be incorporated into the design for Catch Dasln i No. 1 which is closest io the receiving sewer. � I agree with you that where -onstruction standards are common knowiedge, they need only be referenced on the plans whIch saves drafting time. tiowever, we have found � that often contractors do not have the CIty 5tandards let alone the APWA Standards. � Theretorc:, time and money to botli the cli.�nt and City 3s saved in the long rtm by indudIng detaiis such as the drop connection for manli�les, APWA .,candard Plan No. 43 (copy attached). As you kno�v it is not difficult to make :eproducible coples of these Stondarcls and affix them to a detail sheet. i � �I I _ I