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16TH E 10620 Gas Station-Store Cenex s f E1��INEE1�'�S 1��I�� "I�E�'� �LDG. PER�1�'IIT -or -FI �E� Related �"ile Da�� to R�:viev�r 4-�6-93 Time 14:0� PRE�C�NSTRTI�TTCI,�� D�t� tc� 1�1� S� DR �I'ime Dat� Received 4-14-93 �r�je�ct Naarle ��L� 57;1�"��I�T-STC�� L�:[fx N�. L�ts I�a.A�cres S�cti�an 'T�vwnsh�p �a�nge� SITE Al3DR.ESS ��TH :�O��IW U1VI'�1t�ITY P�CEL �95��-��D1 Applic�r�t's Na�n� LAR1�Y �ULLIVA� �hon� 5��-�1�� Ad d r��s N� 1�ork �at� �ondi�ions �nailed �ontact �er�on Phor�e I� I O�D 1� S S�I-��L Engineer J Surv�yfc�r's Arct�it��t'� I�Ta�ne ��rnn,E�g Co�tact Yersv� PI�o�Ye 4��-��5 Date Submi�tes� I]�scriptio❑ Imitials 1 �G-1�E��V1�N�� `l�Q PA� ��MPLE'TED ��P�' A��LJNTrIVG 1 l FiNAL P�.�T r�� C�1V�P�Lr1'�l] ��Y T[� AC:C=�U,N3�N� 1 1 N�TICE T'[� 1��]1��.I� �1. �i �DMPL�'�'ED -�R N�ED� rrD 1�1� S��N�� l DE�ICFN I]E��'�I'IOIV SL7I�ivi,ITY'�D 1 L3� 1 i V 1 !L �i3� ��.RJ� V�� ll'4.f�� 1 1 ITEA�IN� I�1�A�1� �PPR�V�D D�I��D- APP�,AL�D B�� A�'P�(�VLD YJ�I�'I�D '�n i� �NL�. ��i' z.`� r �r� Y ,�r� �I�. c�-��.�► r 1 1� .J�:� �a9 �.�0_ r� c�� C��.� r �C��l �t�I' �V l� W.�Q�' BUILDINC PERMIT CHECKLIST I PR�-�APP :,r:::;:::.: .•�!�-ti.•.;._�-.. •..�..•J1.:�.� .lJ.:::'!::'�".' .r..:..::...i':h�.i.i:::.:. ....}J.•.. •�:::.jit��.i... •::i.:`.•�`.'. •i" I :'•.•.::•�.:.1:".•...•: ::V:.}.�.��.:'.'._��... �PERMIT..#. ::II ....ADD.RE 5......:. E� NG r.: .:.:::::.r:�:.:� 3D4�1 E. i o cD 2.� x-r�E,.� ;�l REQUIREC(f COMPLETED I r:.�.::..:.�:�:: :.:f.:r.:..:� :.r......... .:r,.. .:::.....r:�:> ti........., ....F ..s ...:...:::.::�::MANAGEMENT �I r,:::.:. AGFiEEMENT TO PAY FEES l l RIGHT OF WAY DEPARTMENT I DEED I E EASEMENTS I I R�w I I RiD LEGAL DESCRIPTION CHECK I I 1 LETTER FROM SGAPCa J RECIPROCAL USE AGREEMENT 0 I I f I I I I I I I _:'S.•� '::;�r,�� /:•h•:t.�• 1 ..i'.� •:i.. ,t, 1• .��V1T'I�ti.. •�i:�' r i :':l i ..4.Y:?: �.:•:�i: ...l.: .{1..::: ...:ti`:..... V ti •'�-Y�: r. r }:{'r: <ir: ...t.,..,. E..... T NOK rH ARRC�W SCALE �f i BENCHMARK I ROAD NAM ES R/W DfMENSIONS I I i PROPERTY LINES I I I SET-ASIDE GRADES I J I STAM P I I I PAVING I I TRAFFIC CIRCULATION PIAN I I r�P.c..►��F� l�� 1� C_a l I I I 1 I I I I I p I I -.D i G A N E��;:::��<:.::;:::;;;:: .RA fI 208 CALCULATIONS SWALE CROSS-SECTION SPECIAL SO{L TESTS t" �e� �'�.T� I I ROOF CONSTRUCTION I I I HVAC ON ROOF I I LANDSCAPE PLAN (208 CONFLIC� I I 1 DITCH CALULATIONS I I j BACKWATER CALCULATIONS I I GRATE CALCULATIONS PIPE CALCUl�1TIONS RETENTION/DETENTION CALCS I I 10/50/100 YEAR STORM j TR-55 ANALYSIS P�+� �s�e.� n.� r��c.�►na¢.4� I •.vn: .:......r...;.... �:'r'•. ti�:.�i•::•.T:�:-'� �.iti'� ,..::.r::::.. ..,......RC� DS.. GRADE SHEET (EXISTING ROAD) I I i STAM P I I P OWNERS SIGNATURE I ROAD DRAINAGE (SWALES, STRUCTURES, i "R" VALUE TESTS 1 NEW ROAD DESIGN I I BOND I MYLAR I COUNTY STAMP I i i E:�iONSV.O i'US DA�`�C.711�5 F�ET.w' 1:1 I REPORT OF 4/26/'93 PRE—CONSTRUCTION CONFERENCE 1Ob20 EAST 16TH AVF_NUE CONVFNIENCF STORE GAS STATION FOR ROCKFORD GRAINGROR�RS I NAM� I ADDitF.SS I CI7Y I SI'ATE 7,IP I PHONE I Corrrwcr OWNER Darrell Easterly I 1OS24 E. Chinoo� Rd. Spokane WA 99206 I 922'4000 APPLICAM' I Gary Benner/Rockford Graingrowers P.O. Box 9 I Rcelcford I WA I 99030 I 291-5511 I I Gregory Boehm/Roclford Graingrowers P.O. Box 9 Rockford I WA I 99030 I 291-5511 I I John Kuehlwein I5420 NW Fruit Valley Rd Vancower WA I 98665 206-696-0901 I ARCHITECT I L,arrySullivan/Atwood—Hinanan 1819 E. Springfield I Spolcaoe WA I 99202 I 535-0138 I X rROrECr ov�v�w Proposal will be located in southwest corner of site. Gas pumps (4 6 pacit pump islands) canopy will be in front of store. Signs will be located on the northwest southeast portions of the site. 2— 40' driveways, paving, landscaping, fencing (on west property line) are proposed. There is no existing fencing. Underground tanlss will be 30,000 gals. double lined &�vvill include Stage 2 vapor recovery. Self—service deli will include convection oven, microwave, hot dog machine with no fiying or grilling. Pre—000ked food will be purchased. Cashier will not dispense food from checkout area. Business will operate from 6 a.m. 11 p.m. or midnigh� SUMMARY OF PROPOSED occu- r..wrrn vs� rwxr coxsr rwxcs. zorr$ wcnoxs �E BUII.DINGUSE sQ�r. c�om r�rr$ �.ow ww� rvRV�roe r�orr� 45291.0101 I B-1 I VE-1-93 I New Const. I Convenienoe Ston ?,504 I B-2 I VN I l I Spdcane Wau� District At3 536-0121 I I I Canopy 2.000 I B-1 I I I DISCUSSION TOPICS (ctarificadons, addiUons, end correctio�� b wriUan comma�ts) PLANNING DEPARTM�NT (456-2205) CONTAGT: JOHN PEDERSON Approved variance allows for S' setback on wes� No outdoor storage is allowed. Setbacks for canopy appear to be adequate. Supports for canopy must be within the island. ENGINEERING ROADS (456-3600) CONTACT: BOB TURNER Written comrx�ents were prepared a copy given to the applicant 2— 40' maxuntun lenQth approaches will be allowed, but not a SO' lon� approach. HEALTH DISTRICI' (324-1560) CONTAGT: DARYL WAY Connect to public sewer. Contact Billy Urhatuen at Utilities Departrnent (456—:i604). Submit details on food preparation area (including cabinetry equipment list showing brand roodel). Handwash sink will be required for cashier if food is dispensed in that area. Restrooms are required to be available for employees use. FIRE DISTRICI' NO. 1(928-2462) CONTAGT: PAUL CHASE Fxistin� fire hydrants are adequate for proposed. DIVISION OF BUILDINGS (456-3675) CONTACT: TOM POSTLEWAIT Written comments were prepared a copy given to the applicant, For information on the Americans with Disabilities Act, call 1-800-435-72�2. Dumpster &/or handicap parking stall needs to be relocated. Hearing unpaired devices are not required with only 1 phone booth. If ANY seating area for customers is provided, handicap restrooms are required. If no seating is provided there are less than 4 employees, only 1 restroom (with a uni—sex symbol) is required. 2 restrooms are required if there are more than 4 employees. Product lines to underground tanks need to also be double lined. Submit information on convection over., so a determination can be made on any hood requirements. Critical materials list must include all "for sale" items. A floor sealant will be required. Addendum attached to letter �iven to applicant can be attached to revised site plan when submitted. SEE REVEHSE rOR PERM/ T RELEASE REOUlREMENTS PERMIT REI_EASE REQUIKLl1�NTS Ple�se subn�it sevcn (7) sets ofrievised site, drainage, and landscape plans plus four (4) complete sets ofconsiruction drawings to the Department ofBuildings for acknowldgement and distribution to a11 the appmpriate a�encies. In or�derforall agcncies to expeditiousJy proce�s y�ur pmject, it is important that submittals include all necessary drawings and documents to insur� that r�view ofyourproject is caompleted in the least amovnt of time. Drocuments should include: building address and legal legal description ofpnoperty. Spokane County's P�oject Review Coo�dinator will be John Larson at the Div. of Buildings (456-3675). PLANMNG I ENGINEER� HF�V_TH I FIRE I BUILDINGS �.�r: ti•i:: i: rx•i1'. 7 r7{? (r: �t 'f.+4{. .i�{ ;..}1 r :::•.v :vr:-.•'�:::•:r•T i4•. ?.Tti tti �X. f:: r: •�r� m� �"a��;prr;xxt;�u>: c�r t ti �rsy,o v.��+.'�: a• .:y. .}�.5,r.,4S��:i::�;::! c•. S's:�'�, :r ;:;t',4i�'' r f+`;:;7�n'�J},{b.. ti::. .'r.� :::wiit��.w ,sr 1. nr;': ti '�_i y .��Y�irr.v �.x�tiv}�. �h. h•: r 1 Clear trianq]e at in�ress/e�ress (16th University) X 2 G1art�ing around landsca�ing X 3� Dimension travel lanes X 4� Fxterior refu�e areas screenin� (5-112' hip,h) X S� Fence location, height, type X 6 Landscapin� of parking lot X 7� 5 feet Type III landscaping along 16th University X 8 I S feet of landscapin� alon� west property line X 9 Landscaping (location, species, siz�e) X 10 Parc�l boundary dir�oensions X 11 Parking tr�c circulation �lan X X 12 Parking stalls (number, stri�in�, d'unension, directional arrows) X 13 Paving X I 14 Si age (location, height, square foota�e, elevation) X 15 Tra�ic control devices X 16 Lot covera�e calculations (building VS land) X 17 f Draina�e plan (swales, drywells, calculations) X 18 Hand�cap parkin� stalls accesswa�►s (�nto vv�th�n bld�) .w :y r.;n vr v{r.v:.w�;.};{inv:.w.v.}y.�}};.� j `vf.w+w.titi�rn:•�•::? I y;�,� ::ii}ir: yvi}�;�$i X r.v.�; wt, i:.:•: ;c a �e:: y. t;h. ck.k,,t, :.:<$:.ti�::�., 7��s�� if' 4 ,:'�'t,:: :.t :.��;�y;. ,•:o r `'�it"'�'� i 19 Irri�ation system X 20 Nu�ery estunate i x I I 21 Promissory letter for landscape requirements X 22 Agreement to pay fees I X i X 23 Approach perroit for access to county roads 24 Critical Materials list X X X 25, Menu X 26 Lock (Knox) box entry sytem X 27 SQecial Inspec y�� X tion forms ltin concrete, cano� r .r. �._,y�. �",>:;ti::�:: }�f�r:<S �:tij�� h�F.: :��y�s{�:�,.�y-� r. 'i f 4 ,'4}S r�;• ��i}. .G'O' �ti�' :ti}�r N i r' frny r /.•Y 3 k� K Ff�i, +�t>f• ...t t•scka�%� .?t;.: ��RuS/�4G'fiC ��i��?i��,.' W .?4:•�:.. f;sc;,c!,titi.�.,� 'yX?� ':�:^,.:...��.a. 1h ...r, y 28 I Barrier—Free RequirernenLs (WAC 51—?A) I I I X 29 Construction drawinps kitchen equipment schedule X X 30, Design specifications of proposed buildin� X 31 Electrical details X 32 �Ener�►details/calculations heat loss X 33 Floor plan X 34 Heatin�, ventilation air conditioning drawings X 35 Kitchen hood details/shafts x I I X 36 Li�hting bud�ets X :i7 f Plumbin� details X X 38 Roorn finish schedule X X 39 Seatin� plans (if any) X X 40 Structural drawin�;s with wet stamps calculations X 41 Approoved spilla�e (clean—up) agency pmcedure X I X 42 roved cano�y 43 f �hanical HVAC draw' gs X i Signature of Coo�i tor n C O �J N "7. Y S O I` A N E s, OI'11LE: Uf� TI {E: C(.�U��lY �NGIi`��ER A I�IVi510N Oi� THf PUl3LIC �'��Ul :}:ti (�lil'.11: Dennis M. Scott, P.L'., cect•or=� P.onald C. Horinann, P.E., County Enginccr P I t i AGREEMENT T� PAY FEES �U(� 2 1993 i CNGINEER'S AGREEMENT NUMBER �ti ��'��rc ,0��6��i� This agreement between Spokane County and Greg Boehm �naiuc oi person) whose interest in the projcct is Owner's Representative �i.c. owncr, agent, e�c.� ia ;,ntered into �l 9 day of June 19 93 This agreement is applicab�e to the �ioj��,t �:no�vn as: Conveni ence Store for Rockford Grai n Growers E. 10620 Si xteenth, Spokane, I�JA Ref P�o B93049 ��ra�cc� aonress or u�cnamc oc inc numucr� Tllat the individuals and parties named herein as having an interest in the abovc dcscribed property or �roject agree to the following: 1. Reimburse Spokane Cr�unty for project review and inspection fees as specified in Board of County Commissioner's Resolution 80-1592 attachment C, as amended. The fees will be based on actual saIary costs incurred by Spokane County for praject reviews and or inspections plus a ten percent administrative ct�arge, �and will be billed monthly as accrued. 2. The undersigned agrees that these fees arP due and payable upon receipt of the billin� as specified above. The monthly billing should be sent to the attention of: N�ME: Gre4 BoeMm ADDRESS: P. 0• Box 9 CITY, STATE: Rockford, Washi ngton ZIP CODE: gg� PHONE 2g1-5511 I understanc� that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. SIGNATURE By: �o-�-�b-- U Greg Boehm (PRINT NAME) lc�, i tJRN YELLOW COPY TO SPOKANE COUNTY ENGINEERS ►,��llagrccmcn.fcc 3/'9�L� bl l Jefferson Sp�kane, V�'A 99260-0180 (509) 456-3600 FAX (509) 45d-�715 'a. Y Convenience Store for Rockford Grain Growers .1UL 2 6 1993 E. 10620 Sixteenth Ave. CUDE ENFORCEMENT Spokane, Washington ADDENDUM NO. 1 TO BULLETIN NO. 1- JULY 23, 1993 This Addendum contains chanqes to the plans and specifications requested by Spokane County as a result of their f inal plan review prior to issuing a building permit for the project and as hereby made a part of the Contract Documents to the same extent as though it were originally included therein. Sheet A-1 Replace existing sheet A Rev. 1, dated 7 with new sheet A 1, Rev. 2, dated 7-22-93. Added invert elevations at trench drain located at the northwest corner of the building. See sheet A-1 Revision 2 dated 7-22-93. At plan notes located below site plan add new note 3 as follows: 3. Swales shall have a min. 4" depth of top soil with an average cation exchange capacity of 15 milliequivalents/100 G. or more, or the soil is 2� organic carbon or more. Contractor to provide testing and submit results to Spokane County Development Engineering Services, prior to installation for approval, to ensure this requirement is met. An acceptable method to obtain the soil requirement is to apply 2" peat moss to existing soil and rototill to mix. Add additional peat moss as necessary to obtain the min. requirement. Submit results to Spokane County Development Engineering Services. At the sidewalk on the east side of the building extend detectable warning surface, stamped concrete, from location currently shown to the curb at the south end of the sidewalk. This change adds 20'-0." to the length of the stamped concrete along the west side of the handicapped parking stall. Sheet A-1.1 Replace original sheet A-1.1 dated 6-1- with new sheet A-1.1, Revision 1, dated 7-22-93. At Detail 1/A-1.1 the following revisions were made: 1. Extended f inish grade to top of ring and cover at top of drywell. 2. Added 4" concrete slab at top of gravel fill around drywell. RECEIV�� Addendum No 1 to Bul letin No 1- Page 1 JU�, 2 b�� G� E�i�Betip� 3. Added Amaco #4545 filter fabric or equivalent. Line drywell excavation with filter fabric prior to setting drywell and wrap drywell with filter fabric prior to placing gravel fill. At Detail 2/A-1.1 the following revisions were made: 1. Extend f inish grade to top of drywell as shown. 2. Added note as follows: Swale area shall be hydroseeded lawn typical. At Detail 3/A-1.1 the following revisions were made: 1. Extend f inish grade to top of drywell as shown. 2. Added note as follows: Swale area shall be hydroseeded lawn typical. Sheet A-4 At sheet A-4, Revision 1, dated 7-9-93 extend detectable warning surface, stamped concrete to south end of the sidewalk on the east side of the building. This change adds 20' -0" to the length of the stamped concrete along the east side of the building End of Addendum No. 1 to Bulletin No. 1 Addendum No. 1 to Bulletin No. 1- Page 2 DATE: JULY 16, 1993 MEMO TO: BOB TURNER BILL HEMMINGS FROM: JIM RADKE RE: ROCKFORD GRAIN GROWERS CENEX STORE AT CORNER 16TH UNIVERSITY Bob Bill, Results for a percolation test conducted Wednesday 7/15/93 at the above location by Gifford Consultants are as follows: Time Distance Percolation Rate To H20 0 min 1.75 ft. 15 min 6.35 ft. 221 inch/hour 30 min 8.37 ft. 97 inch/hour 45 min 10.18 ft. 87 inch/hour 60 min il.11 ft. 44 inch/hour The test followed the "Draft Interim Standard" with the exception that a 7" bit was used to bore the hole and geotixtile was used to wrap the perforated pipe. The 16th University area is obviously an area in which subsurface drainage has performed well over the year; even though this is the case, the current "Standard" would indicate that this test "failed. Given the fact that I witnessed the above test in an area I know drains well, and the fact there seems to be an increasing cresendo of cries from various sectors concerning the severity of the "pass/fail" criteria, I would feel it is time to re-visit the "Draft Interim Standard" and re-write it into what we can call the "Interim Standard." If you have any ideas on this ......................particularly the design concept and supporting calculations upon which the revised standard should be founded, please give me a ring. In the mean time, I recommend allowing the use of single depth drywells at the above facility. DATE: JULY 16, 1993 MEMO TO: BOB TURNER BILL HEMMINGS FROM: JIM RADKE RE: ROCKFORD GRAIN GROWERS CENEX STORE AT CORNER 16TH UNIVERSITY Bob Bill, Results for a percolation test conducted Wednesday 7/15/93 at the above location by Gifford Consultants are as follows: Time Distance Percolation Rate To H20 0 min 1. 7 5 ft Z�� y 15 min 6.35 ft. 221 inch/hour 30 min 8.37 ft. 97 inch/hour 45 min 10.18 ft. 87 inch/hour 60 min 11.11 ft. 44 inch/hour The test followed the "Draft Interim Standard" with the exception that a 7" bit was used to bore the hole and geotixtile was used to wrap the perforated pipe. The 16th University area is obviously an area in which subsurface drainage has performed well over the year; even though this is the case, the current "Standard" would indicate that this test "failed." Given the fact that I witnessed the above test in an area I know drains well, and the fact there seems to be an increasinq cresendo of cries from various sectors concerning the severity of the "pass/fail" criteria, I would feel it is time to re-visit the "Draft Interim Standard" and re-write it into what we can call the "Interim Standard." If you have any ideas on this ......................particularly the design concept and supporting calculations upon which the revised standard should be founded, please give me a ring. In the mean time, I recommend allowing the use of single depth drywells at the above facility. 69 30 4 S I� O I< N I= r C CJ U N �I" l' u Ornc� or TWE CouN�r�r �r�c.in��K A I�IVISIUN OI� l'HE PUt3LIC WORKS DL"•PARTMENT Itonald C. Hormann, P.E., County En�ineer Dennis M. Scott, P.E., Director July 27, .1993 Larry Sullivan Atwood Hinzman E. 1819 Springfield Avenue Spokane, WA 99202 RE: Cenex Gas Station 16th Avenue and University Road Dear Mr. Sullivan: A review of the above mentioned project has been completed and the following items still need to be addressed. 1. In situations where the average swale depth is greater than 6 inches, a test for cation exchange capacity and a test for soil organic matter shall be performed. Please refer to the enclosed copy for the details of these tests. These tests are very different than a percolation test. 2. Since you are choosing�to hydroseed the swale areas the following �ote on seed mixture and acceptability need to be included on the drawings. 3. The depth of topsoil shall be 6", not 4" as stated in Note #3. As shown on the Gifford Soils Report, the location of the swale that needs these additional tests is located in an area where the previous tanks have been removed. Be sure to perfo�m these tests on the fill material. Please make the necessary changes to avoid any further delay in issuing a building permit Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer ��Q,f"��S�.C� Christopher J. Re�ch, E.I.T. Plans Review W. 102G Bc•oadw Ave. SJ�c�kanc, Wn 992G0-017Q (50��) 45G-3G00 I�AX (50�) 45G-47]5 3i8 EXPANSION GENERAL NOTES JOINT 6' A B 1. EXPANSION JOINT MATERIAL SHALL BE �SCORE PLACED IN 7HE CENi�ER OF ALL COAAMERCIAL DRIVEWAYS OVER 20� IN WiDTN. SIDE WAIK 2. EXPANSION JOlNT REQUIRE� IF POUR INCLUDES /1DDITlONAL ORIVEWAY AREA. 3. CONCRETE FOR ORIVEWAYS SMALL 8E o c CLASS 3000 AIR ENTRAINED. 4. ALL EXTERNAL EDCES TO BE 1 I TR01h'ELL£D NATH 1/4" RADIUS EQCER. n 4� I- Q 4 CURB FACE 5. S1DEW�UC TO 8E SCORED EVERY 5'. p 3/8' EXPANSION JOlNT TO BE INSTALLED EACH PLAN WFiER�SDEwALK RNTERSEC S SI EWALKS, ORIVEWAYS ANU CURBS. 6' MIN. I W- 10' IdIN. 6 WI ER �TWAN 5 OWN4EF APPROVED 8YS7HEY BE COUNTY ENGtNEER. 7. SEE NOTE 6 ON SNEET /�-S ��a PER DIMENSION TABLE ��`��N%`'i FOOT� 1 A�IIN. i �,�f,�,i�� DISTANCES 4" PORILAN� /i i��,a 1,Y,,' CEIAENT CONCRETE TYPE I M�N. I� Cr. C0�1M. 16' 40' SECTION A—A RES I 16' I 30' (DRAINAGE SWALE) 6' MIN. 10' R/W 6' MIN. 10' 6�' A� 1 /4 PER FOOT _97. I.�A ,i 1/4' PER j ,y F00T� ""'.c`� t .�'�.Y:``G!��;!�� f �'��r CE ENT CO CRETE i �n.y�i1 /�i��i�'i. i a Por�n��io CEMENT CONCRETE SECTION B—B SECTI ON A— A (PLANTER STRIP) `o Q r e Ru-.. n.a i i i i i SPOKA�JC COUNTY APPROVED: SfIEET DEF'ARTMENT Of' I'UEiLIC WORKS COUri1Y Cr�CiHEER f�o�� STANDARD ':In A Y .j N sYac�uE. wti 99206 ,�-��oo r��e:�.�s.� URBAN [3RIVEWAYS SEPARATED SIDEWALKS �-4 NOTICE C)F TRANSM�TTAL �r�� :r.: vw:::: .r4::.::..: r. ti•,_ .{M•,: 1... ,n�� v'•.�. ...y.: x r�:., •::.v•:, n:.r ....0:::_..:. v:.�.�:ti.:'�' -•f:^::.::::: v w?:�>✓}.:::'• tii;•>}•" �{v'. v::i'•': .v::::. t. .L.. .w... :.:..ti•.. �:'f.v: r:' 'r.{.,-._: .WN+MM�MNw►M�� ..p ...s•: n... Hs�MO.. :':1::� {:ri.Jl'.' 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'ry' 4 `i r:' ti r�i. }r i f 1 }r� �r{�'"f• 4�i S i t� ti�r.� ��J M+ g�{ ��S{ ti :+9. }1N }..{�}.(�r. fsl:t{K iWfJ.�'.�'•SiSFjiV: �f.?? :�Gft �1i{r�'i ;�'!i! �S tr K Y1. {2 .�fh^�rvn.'•r i x r '�v tif., y }.v;f N s• s r. onstruction Drawings �<��.�-�,4��}� y j •a ��i��?s� :�`s�`�� 'i}n �i�`�. r�.�� t a r. nri ^+t' ti 'if.: Floor Plan w w gg fr F�� f K r s• s :j��rn,t�� /h a v. �+JY� ��>:��'vq �i.{.' $�s�r�� i ry r �a ,c-.•.,r S'9.�'rar;:.�.•. .rr�S.'o 3. f��..: The above items have beon received; �r-�� Date of transmittal; g W�� 1 "��3 Broadwa Avenue Spokane, WA 99260 (509) 456-3675 7 Convenience Store for Rockford Grain Growers E. 10620 16th Ave. Spokane, WA 99206 ADDENDUM NO. 1- April 19, 1993 This Addendum is hereby made part of the Contract Documents to the same extent as though it were originally included herein. Specifications Fixed Price Invitation to Bid Page 1, paragraph 4- Delete this paragraph and add new paragraph as follows: Proposa 1 s sha 11 be submitted no later than 3: 3 0 p. m. Apri 1 2 7, 19 9 3 on the attached form and in accordance with the Instructions to Bidders. Section 01030 Alternates Page 2, paragraph 3.1, C. Add new sentence to the end of the existing paragraph as follows: Built-up roofing system shall be Manville Number SGNS or equal. Add new paragraph D as follows: D. Alternate No. 4: Add cost to furnish and install 3 ply cap sheet built-up roof system in lieu of single ply roofing system now specified. 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Yl •f L�� .:..ti 11'.yr .Y t f t�� Y �.f f�.. �Y� �l� \1�1y4RV` f. f.� �r; o-�, �.c 7''•fS:.�"•' '�t4•�f w. �c:�� Construction Drawin s f5,'�} :5�:+�� ••rr�.}�.�r�'�;::7;r;:r�{r .•i �tit:`;C Y i}��: rYb�i }i'?i$'iii} 2 v.;i.��y £?'•}:.ty`•}'�} x�ti Si>n t i<�$�,lr,:$fi�� :vir:��.. r. h f •`•'.":�:k�Y.}�-;>;�.?��;i'�;•'f.?; f. i:':'•:� ?f�i�isi k� �2t i a. �ffi....�. :i: `:;�:�4f :r .>ky?r �i.':�= :;:f ';'.',••;c%<;>?�. i��ti?l%2�,>..�?"'£�� i •:S��:i .�r��:::`{ ti?:;:;f:�'�f.�'': t�''ti��;iti��12�;<f:�r {y��' s� :o� >�z:^;.;��¢' Floor Plan ::�.t< w��:v:.�. ti� f4 f �t��. y i�'/,{ i^�vr i: :�i::�i i{�+ l� iYi i$: i: 1.�?r ��f�'�'+!t 4; '�.r.�<- The above items have been received: d )ate oF transmittal: By: .�.QC, C�Y. Ea,�iaeeri� Spokane County Department of Buildings West 1303 Broadway Avenue Spokane, WA 99260 *(509) 456-3675 f f �,q 3o4q A p i x,. S P O K A N E a C O U N T Y OFFICE OF THE COUi�lTY ENCWEER A D1VIS[ON OF THE PUBLIC WORKS DE('ARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director Jufy 20, 1993 Larry Sullivan Atwood Hi�zman E. 1819 Springfie�d Spokane, WA 99202 RE: Cenex Gas Station 16th Avenue and University Road Dear Mr. Suliivan: A �eview of the above mentioned project has been completed. The fol(owing items need to be addressed. These items �efer to sheet A-1. 1. Provide the �esults of the cation exchange test(s) as outlined on the attached sheet. 2. Add �he enclosed notes to the drawing due to the fact there is a swale greater than 6" in depfh. 3. Provide inve�t elevation at the south end of the trench grate located at the NW corner of the convenience store. 4. The elevation given at the south end of Swale #1 is 47.5. Is this elevation at the bottom or the top of the swale? The battom of the swale needs to be flat. The following comments were inadv.e�fent(y overlooked in the previous �eview� 1 apofogize for any inconvenience this might have caused. These items apply to Sheet A-1.1. 5. The drywell detail given is lacking some items that are called out in the County Standards. A 4" concrete slab needs to be on top of the drain rock instead of 2 sheets of 4 m+l polyethyle�e. Fifter fab�c (Amaco #4545 or equivalent) is required around the barre! of the drywell and around the drain rock as shown. 6. Call out sod on the swale details and slope soil from the top of the lid to the swale bottom. If you have any questions, please do not hesitate to cali. Very truly yours, Rona(d C. Hormann, P.E. Spokane County Engineer Christopher J. Reich, E.I.T. Plans Review W. 1026 Broadway Ave. Spoka��e, WA 992G0-0170 (509) 45G-3G00 FAX {S09) 45G-4715 r 4 :'l L� /"1 1 V 1 1'IJ�� :.i��- Ir C O V 1�t Y S c� Q��i�i�l: C�i• Ti if: Cc�tJn�i� I .NGWCL•I: /1 DIVISIOl�� OF 1'1 if: I�Ulil_IC 1'1�C)l [�i:r,v.�i ��t.r.�1� Rorlald C. P.�., County En�inccr Dtnnis I��1. Scott, P.C., Uir��ctor A�REEMENT TO PAY FEES �NGINEER'S AGREEM�NT NUMBER L��_� This agreement bct�veen Spokane County and Greg Boehm 4nan►c: ot person� whose interest in the projcct is Owner's Representati�ve �i.c. owcicr, agent, ctc.� i� :,ntered into �l 9 day of June 19 93 This agrccmcnt is �p�lic�ble to the N�oj��;c l:nown as Conveni ence Store for Rockford Grain Gro��ers E. 10620 Si xteenth, Spokane, l�A Ref ��o. B93049 �pro�cct aauress or iuenan�c �uc ��t►mucrJ Tllat the individuals and parties named herein as hlving an interest in tl�E abovc dcscribed property or rroject agree to the follo�ving: 1. Reimburse Spokane County for project review and inspection fees as spcciCcd in Board of County Commissioner's Resolution 80-1592 attachment C, as amended. The fe�s will be t�ased on actual salary costs incurred by Spokane County �or project reviews and or inspections plus a ten perc�nt administrative charge, and �vill be billed rnonthly as accrued. 2. The undersigncd agrees thlt these fees arc� due and payable upon receipt of the billing as specified at�ove. The monthly bilIing should be sent to tlie attention of: NAME: Grea Boehm ADDRESS: P. 0. Box 9 z� CITY STATE: Rockford, Washington ZIP CODE: 99030 ,�UN 1993 PHONE 291-5511 ��n E��R I understand that failure to pay these Fees may result in delay in completion or approval of the project or other possible sanctions. SIGNATURE By: Greg Boehm (PRINT NAME) I2�� 1'URI�f YFLLOW COPY TO SPOKANE COUNTY ENGINEERS, k1gU�.�grecmcn.fcc 3/9�' �'l l)ei(crsc�i� Spokane, V��A 99260-0180 (509? �iSb-3600 FAX (Sn91 •956-��715 i GIFFORD CONSULTANTS. INC. E-1417-01 Geotechnical Engineers 2020 E. Springfield Spokane, WA 99202 Telephone (509) 534-3670 Fax 534-2925 July 21, 1993 i Atwood-Hinzman Consulting Engineers �G�� E. 1819 Springf ield Spokane, Washington 99202 1993 CODE �i�F�3�;�;�:�v:C�v"�' Attn: Mr. Larry Sullivan, P.E. Project Manager REPORT OF PERCOLATION TESTING FOR THE CENEX CONVENIENCE STORE SITE AT 16TH AND UNIVERSITY, SPORANE, WASHINGTON �I This letter summarizes the results of borehole percolation testing that was accomplished for the proposed CENEX convenience store, located just southwest of the intersection of 16th Avenue and University Street, in Spokane County, Washington. See Fig. 1 for the site location. The purpose of the work was to provide subsurface information and percolation data for design of a proposed storm water disposal system which will include drywells. The work was conducted in general accordance with our proposal letter of July 12, 1993, which was authorized on July 13, 1993. The field work consisted of drilling and sampling a 13 foot deep hollow-stem auger boring followed by percolation testing to assess soil permeability. The field work was accomplished on July 13, 1993. BORE HOLE PERCOLATION TESTING The test boring was located approximately as shown on Figure 2. The site was formerly the location of a previous service station. At the present time it includes about a.30 by 40 foot excavation near the NE corner that is about 10 to 12 feet deep. There are also several large stock piles of excavated soil located near the middle of the site. The entire area is fenced and secured with a locked gate. The soils exposed in the side walls of the I Allen B. Gifford, P.E. President Atwood-Hinzman Consulting Engineers E-1417-1 July 21, 1993 Page 2 excavation and in the stock piles on the surface consist of slightly silty SAND Dry well locations 1& 3 are each proposed to consist of a single ring section (A type). The dry well at proposed location 2 is planned to be a double ring type (B type). The boring at PT-101 was accomplished using a CME-75, truck- mounted, drill rig and 7-1/8 in. O.D., 3-3/4 in. I.D., hollow- stem auger. Soil samples were obtained at five and ten foot depths, using a standard split-spoon drive sampler in general accordance with ASTM Test Designation D 1586. The drilling was performed under the direction of Mr. Wayne Soper, our f ield engineering geologist, who collected representative soil samples and prepared the descriptive boring log, presented in Fig. 3. The log shows that the stratigraphy consists of 13 feet of loose, brown, silty SAND. This unit appeared to extend beyond the termination depth of the boring. After completing the drilling, the augers were carefully removed from the borehole and a 6.0 in. I.D., perforated casing, wrapped in new nonwoven filter fabric, was installed to a depth of about 12 feet. Percolation testing was conducted in general accordance with the Draft Interim Percolation Test Standards of the Spokane County Engineer's office. All work was witnessed by Mr. Jim Radke of the Spokane County Engineer's office. The percolation test was preceded by a 1 hour saturation period. This involved filling the casing with water to the ground surface and then metering additional flow required to maintain a full head condition for 60 minutes. At an inflow rate of 31 gallons per minute (gpm) it took 5.3 minutes to initially fill the casing. An additional 3.5 gpm was added over the following 54.7 minutes in order to maintain a full head condition for the saturation period. At the conclusion of the saturation period, the water level in the casing was allowed to fall, water level measurements were taken at 5 minute intervals over the next hour. At the completion of the work, the casing was removed and the hole was filled with cuttings. The upper 3 feet was tamped to minimize settlement and the location was staked and marked for your surveyor. TEST RESULTS AND RECOMMENDATIONS Borehole percolation test results were analyzed to determine the following approximate site Percolation data: Atwood-Hinzman Consulting Engineers E-1417-1 July 21, 1993 Page 3 APPROXIMATE TIME INTERVAL WATER HEIGHT(FT.) PERC. RATE �IN./HR.) 0- 15 MIN. 12.0 7.4 221 in./hr. 15 30 MIN. 7.4 5.4 97 in./hr. 30 45 MIN. 5.4 3.6 87 in./hr. 45 60 MIN. 3.6 2.6 45 in./hr. 113 in./hr. AVERAGE Based on the above data, we recommend using a percolation rate of 72 in./hr. for design of drywells at this site. It is our opinion that the test was successful even though the last 15 minute interval was less than the 72 in./hr. minimum recommended in the Spokane County Guidelines to Storm Water Management. In our opinion this lower permeability rate for the last 15 minute interval was most likely due to the very low head (the water level was about 2.6 feet above the bottom of the casing at the conclusion of the test) and therefore does not reflect the overall percolation rate for the subsurface soils at this site. LIMITATIONS This report was prepared for the use of the owner and the engineer for the design of proposed storm water drainage facilities and should be made available to the Contractor for information on factual data only. It should not be used for contractual purposes, or as a warranty of interpreted subsurface conditions. This report was prepared in accordance with generally accepted engineering practice, to serve as an aid in design of this project. No other warranties, either express or implied, are made. We appreciate the opportunity to be of service to you on this Atwood-Hinzman Consulting Engineers' E-1417-1 July 21, 1993 Page 4 project. If you have any questions, or if we can be of any further assistance, please let us know. Sincerely, GIFFORD CONSULTANTS, INC. Wayne W. Soper, G.I.T Engineering Geologi `N Gj Q G ��fk�� C .�Y Allen B. Giffor �.,�`��r�� E�' President O� 1�.;:=,ig 9 G E pFV C, ��f,lr V J L: EXPI �ES QS/2�/ Encl: Fig. 1 Vicinity Map Fig. 2 Site Plan Fig. 3 Boring Log 1!1/�'� Gb A�_ �Ido� D�n�� •��w�-r� W Ilon 1M. f ci Aw.Q l i 1 u Ave 5 e v d Attl Aw 4IN 1 ��p�► Ald�ve A �I w. a AA1Av OCI AM. �i a a Valk' V1r. TTT V�IIw 4,� y- Nicon I N1ion ei Nhon►rn H� On Q u� A4 Av�. Nal Ar�. a 641nAN, a ��a RMrld��w. V H�rrin n C L 4 RMn10aAw� S V Dis �ma d�AVe �7S dt AwJ Y 1 A la1 AW w j Maa� Ire 1w.� I �rd �v�. a� d G a I IlA Avt It� /.v� a Q. q', Hl� Ava. a ISM�ve aI 500 �s��w. s �7 m 4� 62hAo� 6 11ra. I I�,AK �r .a f' H; dC� Ara. Eff� LM Ave RM, a h r. $,9thA ,on, gl �I �a p� W titim►,e n o`� h 9 10tA X' i� w. n nm o e`D P c 1� Av�. t s ,�w,,�. a R a e e'wy �xn�ve.� r I w .o r� 8 i A FS 4, a b 11t Aw. �y 6 �Y -s �4 1500 q �s �w. a�.. 4 i AK �M�,►r. M 4 u� tltA Avt. a f tth Ara. v iMAv�. 1 Av�, ISn� Are. I 1 AN. 2plA Aw� I 70M ve. 2 Av�. �1� Ave. Ave, c� d 8 ZOOO �I A m. A I PROJECT SITE N z5oo .x. a I 6 3000 QJ Ave E j t� 6 g p 't ]SIA Av�� ,6 a 3500 4 S P O K A N E, W A S H. m NE '/4, Sect. 29, T25N, R44E, W.M. a� U N L U T N N NO SCALE 3 CENEX CONVENIENCE STORE VICINiTY MAP 1` JULY 1993'� E-1417-01 m �r�■n GIFFORD CONSULTANTS. INC. C GEOTECMNICAI EHGINEERS 1 3 2020 E. Sprinytl�ld 8pok�n�. WisR. 9920Z i "Drawn By Drwg. Date �'ZZ'�3 Checked By ��j� Field Rep. ��iL.. lV0 `SCALE N 1 6 T H A V E. L E G E N D PT-101 Percolation Test t�� EXISTING I Location r` EXCAVATED AREA Proposed DryweU k x�� EXISTING �$s;k';`'��'R b (10-12 FT. DEEP) ��`n�ic• •x.�t'� .SQ�L �'��r �%S 'E d J^' y 2?F:: ��:�k�,`��'� STOCKPILES ��N�� c Z ,�b'x:ixj�� r% J �x'! �r�#`.'-ar N ry `��M' PROPOSED NEW m —c S: z o:t�`�C`,Y r Kx,; �„'<`�'�'<�;Az.€.�:.-;;� PUMP ISLAND CANOPY N �:�.��r�•r�a.,�� a c��s��'.�� v M •`e; y '�oa PT O x� n��- �r �K�&�� ^�.,,'�"'�2„E°+ryc+�..�+"^'��' f .r�� 3c�A SS;�''�'''9� r 7 f ��J 1 r 1 ��i� 0 1 i 1 PROPOSED CENEX PROPOSED NEW UNDERGROUND TANKS 1 CONVENIENCE STORE i 1 I I I I i-----------------------� CENEX CONVENIENCE STORE SITE PLAN JULY 1993 E-1417-01 N GIFFORO CONSULTANTS. INC. }OIO L. Spinp/IMd Av�„ Spo►Nr. W�aNnpten �1�02 GEOTECHNICAL ENGINEERIHG G`� GIFFORD CONSULTANTS, INC F�ELD LOG QF BORING 6EOTECHNICAL ENGINEERS J08 NO m 1 �.ODOED 8Y ��''S JOB 1��' E' ��..��,--�c4-, DRILL CONTRACTOR 6 c= BORINQ NO P� m� ELEV DRILLER F TYPE DRILL -t LOCATION t' SIZE d TYPE OF CASING b PZ-� �iOr�--�k�s. DA7E y WEATHER 0 �'L'^t•-S�� S�d �e ��w �-e.�.+ 1 ol� R•:,�._ SAMPLE DATA SAMPLE NO. FROM DRIVING LENGTH DRILL CONTACTS/ FIELD CLASSIFICA710N W RESISTANCE ACTION OfiOUNDWATER TYPE o TO BLOWS/8 IN. NO. SAVED .1 (Z t,a 1� S f�1 �K w r�� t `'t L S h�s�� O �s r A �l.v Z��S S Z tZl ft,� s �L�s:�l� t 1 �4 v, t�.� v� S A�+ t� �_'L- Z S�..es��. N c —da t-f- v �m.y" Z DEPTH REMARKS FIELD LO(3 OF BORINO FROM TO S p �.m Y ��n S.�'1 r_r �e v'� U 1 3.0 s L. b.v. J l i e�� s: l�- �y �-o T: t 4•, /�l �c-. R �,r .S A N l� M. i l'�' �c�t�i t.. c i�.. S, �+o► l�� e�. '�Q Z 1- J HAMMER WT. STROKE 30`� \Z .o �i r Eo Q p� (�o•.� H/1MMER UFT 3o SAMPLER Z sp� J ROO DIA NO. OF TURN3 WATER LEVEL I TIME I DATE o I FOOTADE ORILLEO 3 ATTEMPTED NO. $AMPLE3: RECOVERED TIME D19TRIBUTION THIS HOLE ON HOLF l O'� e O OONE DRILIINa L ORILLINO ��S V►'�' OFF HOLE BORINO NO SHEET�OF� 1 --2-85 FIG. 3 e BULLETIN NO. 1 CON�NIENCE STORE FOR ROCKFORD GRAIN GR�V'VERS JLTLY 12, 1993 R�CEIVED JuL 1 s 1993 CODE ENFORCEMENT L.,� ee.' 4� v� �.,3 Gaut�� Eng�n Ill Convenience Store for Rockford Grain Growers E. 10620 Sixteenth Ave. Spokane, Washington BULLETIN N0. 1- JULY 12, 1993 This Bulletin contains changes to the plans and specifications requested by Spokane County as a result of their f inal plan review prior to issuing a building permit for the project and as hereby made a part of the Contract Documents to the same extent as though it were originally included therein. Sheet A-1 Revised grading at 208 swale at northeast corner of site. See revised plan revision 1 dated 7-9-93. Added the following note at curbing near northeast 208 swale: 6" conc. curb typ. at edge of paving. See Det. 4/A-1.1 for drop curb at 208 areas. �Added drop curb elevations at northeast 208 swale. Revised 208 swale grading at northwest corner of site. The 10'-0" x 35'-0" flat area west of the �16th Avenue driveway will accommodate the required runoff for the west half of the store roof and the west row of parking. Revised the west parking area and added drop curb elevations along the west curb line�. Added note at trench drain at northwest corner of building as follows: Trench drain Det. 7/A-1.1 Sim. See Det. 3/A-1 for discharge pipe protection and 2/A-1 for R.W.L. Added detectable warning surface at edge of sidewalk in front of convenience store. J Added 24" x 30" conc. splash block at southwest corner of the building, see Detail 1/A-1. fRevised size and shape of 208 swale along south property line. Revised grading south of driveway at University Road. Revised 208 drainage calculations for areas 1, 2 and 3. Revised drywell size for area number three to (1) type B drywell or contractor's option (2) Type A drywells. Added Details l, 2 and 3 to sheet A-1. Bulletin No. 1- Page 1 Sheet L-1 Removed tress along west property line and south property line as requested. Revised grading at northeast corner of site to keep plant area out of the required 208 swale area. Added type 3 landscaping west of 16th Avenue driveway along north property line. Revised parking layout and north 208 swale along west property line to accommodate new plant area requested at north property line. Revised 208 swale along south property line and added new type 3 landscaping area at southeast corner of site. Sheet A At door schedule deleted door type E Sheet A Revised elevation 1/A-3, shortened deli cabinets at north wall by 6" to accommodate change in east storeroom wall. Revised elevation 4/A-3 to show new offset in wall at left side of F.E.C. and added F.E.C. Revised elevation 17/A-3. Lowered hand washing sink countertop to +34!' to top and removed cabinet below sink. Replaced cabinet below sink with a 30" wide x 29" high door for wheelchair access to handwashing sink. Note: Al1 drain and water lines below handwashing sink shall be protected as required by Washington State Barrier Free Design Regulations. Sheet A-4 Added detectable warning surface at edge of concrete sidewalk in front of the convenience store. Added the following note: Exterior sidewalks to be poured flush with fin. flr. and thresholds shall be max. 1/2" high set in full bed of mastic. Sidewalks shall slope away from building. See Sheet A-1 for elevations. Revised handwashing sink cabinet at north wall of cashier 102. See elevation 17/A-3 for clarification. Moved east wall of storeroom 104 6" to the east and changed storeroom door to C-36/3 door in lieu of E-30/5 door previously shown. Shortened overall length of cabinets at north wall of deli 103 by 6". See elevation 1/A-3 for clarification. Bulletin No. 1- Page 2 Added 5'-0" and 4'-6" circle at M/W 106 to show wheelchair turning radius. Door encroaches into circle 11-7/8". Sheet E-1 Fixture Schedule: Add the following to the list of fixture types: "U" Lithonia #FE-S-W-1-WG-120-ELN (1) 7W fluorescent (lamps included) top mounted. See attached f ixture cut sheets. Sheet E-2 Add Type "U" fixture at main entry door and west exit door. Fixtures will be ceiling mounted centered on the doors approximately one foot from the wall at both locations. Connect both fixtures to circuit A-2 in a proper manner. See attached sketches E-1 and E-2 for location. Sheet E Add the following note: Contractor to provide and install in accessible location, a"notifier" 4 wire duct detector, #DH400ACDAC/2551 series. The smoke detector is to be mounted in the supply side of the ductwork. Metal sampling tubes are to be purchased and installed to manufacturer's specifications. A dedicated circuit, "Panel M-Circuit 32," is to be used to provide power to the unit. The smoke detector, following manufacturer's directions, should be wired as to shut the HVAC unit down when smoke is present. SPECIFICATIONS Section 08710 Door Hardware At HW-3 delete knurled handle on lever lockset at door C- 36/3 Sales 101 to Food Prep 105. At HW-5 delete single door E-30/5 Food Prep 105 to Stor. 104 RH Ea Leaf 2' -6" x 7' -0" x 1-3 4" HMD X HMF, 1 Hour and add in its place the following: Single Door C-36/3 Food Prep 105 to Stor 104 RH Ea. Leaf 3'-0" x 7'-0" x 1-3/4" HMD X HMF, 1 Hour GENERAL 1. See attached�revised structural calculations for canopy footings and piers showing allowable soil bearing pressure at 2,000 PSF. Footing size and reinforcing is unchanged. 2. This is to verify that Professional Services Industries� Inc. will perform special inspection on the owner furnished canopy welds as requested. Special inspector and testing lab employment acknowledgment form for welding have already been submitted. Bulletin No. 1- Page 3 3. 5e� at��d H�TAC hea� loss��ain �alcu�atio�s as reques�ed. T�e ques�io� was a�ke�� "�s ��r� �n e�o��mi�er on the me��ani�al un�t�" see Section �560� af �h� spe�ifica�ians, page t para ��1�.2 f�r t�� necY�anical unit e�or��a�izer. 5. �e� ��tached lighti�tg� 3��c�c�� c�l�ul��ion� as requ�st�ed 6. See attached N�enah �eavy Duty T'r��n�ri �'rame Gra�e C��.�lvg �ut sheets sY�o�ing grate �ype �nc� f�e� op�n area a� grat� per linear faa�. 8u�letin N�. 1 ��g� a f 1 1 !I 1 s i r I i ��.J�� 1 I I W i �li��:rc 4,6 t y I I C7 1 4 1 P 1 I f p I �SUPi�� #L�� 1 r f f c�5� r o .r l 12 I �4 �[)P —T-----�—��" �f D F ��F�IEI� 10�� f, fi 4.fi C� r TO o` h� f f �t��t�i �s2� 4 1 r PF� f f f r Tl ��I l�U t �ll I Q k 4 i r ��r� ��.l5�� f __`T_ r r 0 C; C� w�TNrkr�ROOr- Mait� �rs�or�N�cT sw�rcN. 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L J r 1V+ M1 1 I M' f �M ♦6•• �r �i. �l ��T�- finergency flvorescenf Exirs Ul. L+Sted Wet Location Exrts Brass anci Chrome Finishes 100�io 1+ghi outpui `ro,^� one w; wo $urface-moun;ec srgns in sr�,n- Fr�r spe�ra! aes�h�tir. ��!icailo^s compact fluorestenz l�mp� rn hvth dard rncar,descen: pnt,g�r�,i�r�, �arma! �nci erne�gency modes S��I�d �r'�c.� yaSkei�C fOI terldblF L/THON/A of�Prat�on cn •rret locations. EMERGENCY SYSTEII�1S 1 R f Z� fLJV I F i d E a I �I I Ffrn,ry i i PbtB tHD;,+3drfs lsfun7��1 Pa�rer Cafor lnput �r►te+'t�c+�cy A�Ydtr,ar�a� Ty�c p Calar OfFaces f4iY{�rfb+.irkgr�urr� �a�ta�e Op�r�o�s •�pt�vn; s lnCandescCM1t Srcnc�J b��nk «+i��Rr 5�•��+r R ke� �f6?rss� 8c tE"rv Ca;r��.^.^ F' n f.�S�� rsC►�r,�e}. it+r7,�rr P.�n�*! fl�u[4 F�[f G �:rrrr �fred� Fmnry.ncp, qpnrar�ar Nlor�ntsd w��A x= flO.tO�r Wk W�+�irdnl�{.� f9D !}OV I°�d•.,re FA" ;�'��h�n�7�� r �1� �rr,a f�W� irrvshed �.ca �trv uce an y�r+�se 27rv (1�rcrLF�n r..,r�;n+- rr� fluorr�sreri! 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SOIL PRESSURE 2,000 psf OVERBURDEN DL WT 1210 psf SHORT TERM INCREASE 1.33 COMBINE LL ST N y/n BASE PEDESTAL HEIGHT in CONCRETE WT. 145 pcf SEISMIC ZONE (0=wind) BIAXIAL ANALYSIS N y/n AXIAL LOADS DIMENSIONS DEAD LOAD 1.2.5 kips WIDTH ALONG X-X 6.75 ft LIVE LOAD 15 kips LENGTH ALONG Y-Y 6.75 ft SHORT TERM kips THICIaJESS 12 in X' LOAD ECC. FROM CL in COI,UI�II�t X-X DIM. 16 in �Y' LOAD ECC. FROM CL in Y-Y DIM. 16 in Y-Y AXIS ROTATION FORCES X-X AXIS ROTATION FORCES ....Pressures Left/Right ....Pressures Top/Bot MOMENT DL f t-k MOMENT DL f t-k LL ft-k LL ft-k Short Term 29.7 ft-k Short Term ft-k SHEAR: DL k SHEAR: DL k LL k LL k Short Term 1.94 k Short Term k SLR�IIKARY ------------------------------=I Soil Pressure Moments Shears D+L D+L+ST Max. Allow. Max Pressure 1,959 2,247 psf Mu/Phi 3.8 k-ft� Allow. 2,000 2,660 psf Vu:l Way= 18.9 93.1 psi �'X' Ecc. 5.11 in Vu:2 Way= 43.2 186.2 psi �'Y' Ecc. in OTM Ratio= 7.92 1.50 I Service Load Pressures...... Ifeft Right Top Bottom DL LL 1,959 1,959 1,959 1,959 psf DL ST LL (if LL ST= Yes): 1,012 2,247 1,629 1,629 psf Factored Load Pressures...... Left Right Top Bottom ACI Eq 9-1 2,841 2,841 2,841 2,841 psf Eq 9-2 1,063 2,359 1,711 1,711 psf Eq 9-3 911 2,022 1,466 1,466 psf FOOTING DESIGN DATA f'c 3,000 psi 'm'= Fy /(.85f'c) 23.53 Fy 60,000 psi Vn:1...2(f'c)^.5 109.5 psi REBAR CL TO SOIL 3 in Vn:2...4(f'c)^.5 219.1 MINIMUM STEEL 0.0014 FACTORED SHEARS 9-1 9-2 9-3 Vn Phi TWO-WAY 43.2 13.2 11.3 psi 186.2 psi ONE-WAY: Vu Left 18.9 -2.4 -2.1 psi 93.�1 psi Vu Right 1�.9 15.0 12.8 psi 93.1 psi Vu Top 18.9 6.3 5.4 psi 93.1 psi Vu Bottom= 18.9 6.3 5.4 psi 93.1 psi MOMENTS 9-1 9-2 9-3 Ru--- As Reqd Mu/Phi Left 3.85 -0.80 -0.69 k-ft 47.5 0.15 in^2 k�, c I�" D, C.. F<� 7 -r', o r I 7 Line 1 Title Line 2 Scope Line 3 Number: Line 4 Misc Line 5 Dsngr Date:21-Jun-93 GENERAL FOOTING ANALYSIS DESIGN Right 3.85 3.15 2.70 k-ft 47.5 0.15 /ft Top 3.85 1.17 1.01 k-ft 47.5 0.15 Bottom= 3.85 1.17 1.01 k-ft 47.5 0.15 SERVICE LOAD OTM STABILITY Static Short Term Factor of Safety Y- Y AXIS 999.00 7•g2 Factor of Safety X- X AXIS 999.00 999.00 Line 1 Title Line 2 Scope Line 3 Number: Line 4 Misc Line 5 Dsngr Date:21-Jun-93 GENERAL FOOTING ANALYSIS DESIGN Page DESCRIPTION SIXTEENTH AND UNIVERSITY CENEX DESIGN DATA ALLOW. SOIL PRESSURE 2,000 psf OVERBURDEN DL WT 250 psf SHORT TERM INCREASE 1.33 COMBINE LL ST N y/n BASE PEDESTAL HEIGHT 24 in CONCRETE WT. 145 pcf SEISMIC ZONE (0=wind) 2 BIAXIAL ANALYSIS N y/n AXIAL LOADS DIMENSIONS DEAD LOAD 8.5 kips WIDTH ALONG X-X 7.5 ft LIVE IAAD 15 kips LENGTH ALONG Y-Y 7.5 ft SHORT TERM kips THICHI�tESS 24 in X' LOAD ECC. FROM CL in COLUNIIJ X-X DIM. 16 in 'Y' LOAD ECC. FROM CL in Y-Y DIM. 16 in Y-Y AXIS ROTATION FORCES X-X AXIS ROTATION FORCES ....Pressures Left/Right ....Pressures Top/Bot MOMENT: DL ft-k MOMENT: DL ft-k LL ft-k LL ft-k Short Term 29.7 ft Short Term ft SHEAR: DL k SHEAR: DL k LL k LL k Short Term 1.94 k Short Term k SUMMARY Soil Pressure Moments Shears D+L D+L+ST Max. Allow. Max Pressure 958 1,224 psf Mu/Phi 3.5 k-ft� Allow. 2,000 2,660 psf Vu:l Way= 3.6 93.1 psi �'X' Ecc. 11.56 in Vu:2 Way= 10.0 186.2 psi �'Y' Ecc. in OTM Ratio= 3.89 1.50 l Service Load Pressures...... Left Right Top Bottom DL LL 958 958 958 958 psf DL ST LL (if LL ST= Yes): 158 1,224 691 691 psf Factored Load Pressures...... Left Right Top �Bottom ACI Eq 9 1,421 1,421 1,421 1,421 psf Eq g-2 166 1,285 726 726 psf Eq g-3 143 1,101 622 622 psf FOOTING DESIGN DATA f' c 3, 000 psi 'm'= Fy 85f' c) 23 53 Fy 60,000 psi Vn:1...2(f'c)^.5 109.5 psi REBAR CL TO SOIL 3 in Vn:2...4(f'c)^.5 219.1 MINIMUM STEEL 0.0014 FACTORED SHEARS 9-1 9 9 Vn Phi TWO-WAY 10.0 2.4 2.0 psi 186.2 psi ONE-WAY: Vu Left 3.6 -1.6 -1.4 psi 93.1 psi Vu Right 3.6 3.4 2.9 psi 93.1 psi Vu Top 3.6 0.9 0.8 psi 93.1 psi Vu Bottom= 3.6 0.9 0.8 psi 93.1 psi MOMENTS 9-1 9-2 9-3 Ru--- As Reqd Mu/Phi Left 3.51 -1.35 -1.16 k-ft 8.0 0.35 in^2 v.c, �H:. J r r� r �i�e 2itle �ine 2 Sc�pe Lirie 3 l��rn��r; Lltl� 4 1'�15C I,,a�ne 5� Dsr��r Date:21-�utn-�3 �E�!}��ii��l��Y�i��R��iEEEEE!!!!�•��iiiiYY� ��iliii�l�l�� GEN��iL FDC}TII�G �TALYS�S Sc DE�� E��ii�i�l�l��f i�f�l�E�EE��VfEEEE!lAlr��iY��r��i��s�l��if �r ��1�Y1� 3.51 3.I�2 2.59 k,-f� 8.0 0.3� �f� �r �'�"op 3, 51 D. e� 72 k-�t 9�. 0. �5 $C] C.��ICI .7 D 8 4 a 4r Li LI 3 �3 SE�t�IC� I�P�D C�TM S"�'AB�ILIT�f �t3t�� h��t Ter�n F�c�or a� ��f�ty �i�IS �99,�� 3.89 �'�►ctor o� Sa�e�� A�I� 999 C�� 9�9 00 SY sTEM 1 i 1 i�1i� �U�'1MAF�Y S �tem N�me �.;:ENEX .r.. 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I: 1� t: 3 T�, rr, 1' T�: r, 'l' i m e n "i' r� 1:� ..1 ic 1 y,' 1 �r'�J 8E E, G� ;�uq i J. f'•".� 5.•y•_y .r u 1 v i 1 �t J n 2 1 G �i J�ily!l�t:��:� �.7�5 5.�� A��q/1�(.lc;� `.:.C�� a.:%�� J �.t 1 y i, 5 7 B r-� .7 J. y 17 c:� c:� r i a ..T��n�?/ �cicj 7�l .`l. ci�:'► 1�:j.i J�a1El2E��i� c��:. w.r..r��'��'..�.�.�� -._...r��....�.��w.��.�.»..•....r.._._...� T(1L�LE E, Z C1�E I Z I NG DATF� M�. ti i m��m �E a �ar�� 'i;_� i mL�m i: r:-!: :a i_: 1 i, n Q l� ��f 1�� w U e s i q r� I�� E a�; F' S� n s i b 1� C•: T i m e r; n e N� m� i E� �1 h r:? c: }W F� M'� {�J i 3�i r:t I i"! �Af..,�� 2�:.� J. c^ ��.�F r ��I'.=�>�� r:��t�tl l. i y 7 T 0 w: 6: 1-1 r, u E y i C� c? 4 CLC+_' i �1� �.t� y 1 �}E rGn1) r'��'h 'i (17 1 7 �t 1 15r.?t.� I"!'�' i �i i. i..� Z� 1 f'J �J' 1 t;) �i r_ i �:�t �1 ::':I 11GHtING BUDGET CALCULAt10H (wSEC '91) ^��v�C��--==_��ID�LZ��= ��?II�� CY JOB �AME:ROCKfORD GRA1N GRO�ERS/COHYEKIENCE S10RE PAGE 1 QF 2 J08 N0. :1016 CODE DATE 23 ___===-==Q�eee��=---------=====ae�==------___��=====siea=====-=-=-_____=====c� OCCUPAWCY OCCUPAl1CY AREA ALLOUAe1.E AlL01dABlE GRO(!P CESCR[PTION uATTS/SQ FT TOTAL wATTS �z�saar=-- ��°aa=====--==�cca�a�G��.o====-------===�ccccccc�ace-- A �SSEMBiY w/STacE 1.1 0 STAGE L[GMT[WG EXEMPT 0 ASSEKB�Y W/0 S1AGE 1.1 0 0 B GASOLINE SERVICE STATIQNS 2000 1.7 3400 STOAAGE GARAGES 0.3 0 OFFICES/POl10E/f1RE STATIONS 1.T 0 WHOLESA�E 2.0 0 RETAI� STORE <6000SGfT 2505 �.0 10020 RETAII STORE 6000-20000S�fT 3.0 0 RETA�� S1oRE >20,ODOSQfT 2.0 0 DRiNK�NG/OIWING ESTASLISHMENTS 1.9 0 f00D PRED TASK LTG EXEMPT 0 IARK SHOPS (NON•fLANMABIE) 2.0 0 A I RCRIIFT MSAl1GERS STORAGE 0. 7 0 PROCESS PLANTS 1.0 0 iACTORIES b I�ORK SHOPS 1.7 0 SfORAGE STRUCTURES 0.7 0 0 E SCNOOIS i DAY-CARE 1.7 0 ALIADIO/VISUAL PRESFMTATION L�G EXEMPT 0 0 li StORAGE STRUCTURES 0.7� 0 MANDLING AREAS 1.7 0 PAINT SMOPS 2.5 0 AUTO REPAIR SNOPS 1.7 0 AIRCRAFT REPAIR iIANGARS 1.7 0 PARKlNG STRUC�URE 0.3 0 0 I INSTl7UTIOl�iS 1 .7 D aDMtwts7RATION SUPPORT AREas 1.7 0 DtAGitOSTIC/TREATME�tT/F000 TASK EXEMPT 0 0 R ONElL1NG UNITS EXEMPT 0 f00D PRE� TASC lTG EXEMPT 0 0 0 PARKING/wAlIC1dAY AREA 11166.22 0.05 558 BUILDING DERIMETER (F1) 196.3 T.5 1672 _=___==��=csss=-======-___^__=�===z�c�--====-___________�==== TOTAL 15451 ACTUAL LIGMTING LQAD __==��aac�ase=======oc��a�ea=-==-- _a��a=�== JOB NAME: ROCKFORA GRAI� GROwERS/COHVENIENC PAGE 2 OF 2 108 N0. 3016 COpE DATE: Z3-Jun•93 cr=-====��n�=�_�--=====-==a��==�=--=--= �ro==a�ae==--== fIXTURE YATTS PER NUl48ER OF TOTAL COMMENTS TYPE FIXTURE FIXTURES YATTS -==___�=�==aea---== TYPE A 112 16 1792 TYPE B T3 2 1G6 TYPE C T3 S 365 trPE o 100 4 400 TYDE F 38 i 38 TrPE G 39 3 117 TYPE N 26 1 26 TYPE J 70 1 70 TYDE lC 216 8 1T28 TYPE L L80 8 3840 TrPf M T3 7 511 TYPE U 480 2 460 tYDE P 112 1 112 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 o 0 0 o ==____�=====aaee-- TOTAL 10105 i T t�+ N E E NAH FOUN�RY COMPANV i R-4990 Henvy Duty Trench Fromes with Grafed or Solid Covers r� .+b t�� 4 Y S MATERIALS: All frornes and grotes ore furnished stondord in Groy Iron, Closs 35, i ES,�� ;:•1 For heavy duty use. For extro heovy duty use, see puge 19 f�r l�irporl Trenches. V�i 1 c i .l Standard Cover Dimensions Cotolog Dimensions in inches Weight per lineal foot (without frome) No. A B lype A Type C Type D 7ype E Ty�e P Frome"' i: R-4990-AX 8 1%r 6 19 22 1�l 22 25 12 �-�r R-4990-BX 10 1%z 8 24 27 29 27 31 12 ��R-4990-CX 12 1%z 10 2II 31 40 36 37 1 Z ,�s R-4990-DX 14 1%? 12 33 35 52 a7 a5 12 ��.,Y•:��•= R-4990-EX 17 1%1 15 39 52 55 49 12 i I� R-4990-FX 20 1%? 18 54 67 70 70 12 r i��'�"� R-4990-GX 23 l� 21 60 77 85 12 (y �r �j� R-4990-HX 26 1 %2 24 71 100 85 12 'i� R-4990-JX 30 2 27' 100 i 20 100 17 I i R-4990-KX 33 2 30" 1 10 140 150 Illustroting heavy duty trench frames ond T�p�l r R-4990-LX 36 2 33* 120 130 185 grates to drain (ooding ramp, Designs in �h�t wr;K ore being used successfuHy in subwoy cons�rur.o�� R-4990-MX 39 2 36* 130 200 1�0 intersecting elevated highways and underpoiw� R-4990-NX 45 2 42" i50 245 210 oi�port hangor doors, romps and other �pecd jy R-4940-OX 51 2 48" 190 21 S 17 purposes. I: Annulor spacing "Weight per Foot includes bot1� sides. R-4991 Light Duty Trench Frames with Grated or Solid Covers I y� A Standord Cover Dimensions Catalog Dimensions in inches Weighf per lineal foot (without frame) No. A( B C Type A� Type C Type Type E Type P Frame'• R-4991-AX 8 1� b 12 15 22 17 12 R-4991-BX 10 1%2 8 14 lII 2£I 27 12 �9� R-4991-CX 12 1 10 13 23 34 23 12 /'�1_,,. R-4991-DX 14 1%z 12 16 22 27 28 12 R-4991•EX 17 1%? 15 29 29 37 3E3 12 ��Qr;;=��p','��._.�.�'�-�' R-4991-FX 20 1%2 18 41 42 42 42 2 R-4991-GX 23 1%z 21 51 5 1 SS 5 1 12 R-4991-HX 26 1%? 24 44 58 65 63 12 r R-4991-JX 29 1 %2 27 71 79 74 �1 •J•_-``I r; R-4991-KX 32 1� 30 52 90 £i6 87 12 ��'ii� R•499 T•LX 35 1� 33 120 100 105 2 Illustrating trench irames with grofed coveis in t� R-4991-MX 38 1%? 3b 95 120 1)0 1 15 2 deck oreo oround o municipo� pool. R-4991-NX aa 1/� 42 1 15 155 120 1 15 12 i•'• R-4991-OX 50 1%2 48 135 145 105 1 10 12 Weight per foot includes both sides. r'�. x I i� i i 3 3 16 NOMINA� NOMINAL i ANNUTAR�' 16 ANNUTA� SPACE OPEN SOL10 SPACE OPfN SQ�fO I I GAATE UO I GRATE ID I -m r f ,•.:f.. �_...�C 1=-�= .�P'•�i''i�. �d e .�a. HEAVY OUTY l.IGHT DUTY The above schemolic drowings identi(y bosic i dimensions only ond do nof apply to oll cover designs. 6or ond rib dep�hs, plore lhicknesses, ond sealing widlhs, moy vary on dif(erenl 20 sizes and styles. II your proje<� hos design I restrictions, osk for opprovol drowi�c�s. 's j Read Carefully Before Ordering 1 1 The various stondard trench drains shown here are available with o number of olternates illustrated below. It is important fo exomine all of the voriables tarefully ond specify fully your requirements. Your order will be entered correctly ond promptly, if it includes this information: I I fom lete catalo numbcr. 6. When exlremely heavy looding is expected, such as concentrated P 9 �rome end pieces, when requirecl. fork-lift loods, heovy oircraft, etc., refer to Airport Trench section �y�e of grote or lid: A, C, D, E or P. on page 19 i 7. Special dimensions, such os changes in trench direction, etc. Send length of trench. details. Y iERMA-GRIP surfoce if required. 8. Pickholes o� lilt hondles if required. 9. If trench droin grotes are to be installed m bicycle trotfic areos, J please advise so thot so(ety stondords can be opplied. k ndord Support Frame Standard Cover Types .�smonufoctured in stondard maximum lengihs Gro te d on d so li d cov er s s h o w n b e l o w a r e u s u a l l y m o n u f a c t u r e d i n stonda.d mo:imum lengths oF 24:' They can bcs furnished i� f►aclionol i i lE�� Fioctionol (rome sections can be f�rnished sizes to tit ony overell trench•length reqvired. When ordoring R-4990 or j� r.oduce o trench droin O( ony overall (ength. R rrench droins specify type of cover. Lih holes o� hondles are �`c�� necessory, (rames can be closecl a� ends by IurnisheJ on type D and E covers for trench widths larger thon 10:' f ..3ying end frame sections. sec Pogc 3. ,M i I i i i M rr••------�; f--------�. TYPE X M Y J�------- •'u TYPE A TYPE C TYPE P GRATE OPENINGS GRATE OPENINGS GRATE OPENINGS I, �r'` PERIV�A-GRIP SURFACE I f.� Typc P hwe slot w�dlh 1 �t ;f-. y`� t�c�1` ��ty' ond are es ecioll o h- ti,�,`;;(: :L�' .k� P Y PP u.Y' 1� 7'` �'h` `-"7 l I •I, i�'.t ti ;t�• b;• cobl r rea� ol heav i• b` Tt' e o a Y I cc,�..�1 t t i ,�f�:r :1=� ::�y�:� :Lt: Q�:'t{��:�i':4:;� Pedestnun Iralfic. 4 :`�G .V. 5�.. ��.5., ti•\: .v �c titi �,4 i a•' c r t r 4 f ti y, •4:� :<?��a:� �.'}f f A rt �l. fj•>>n� 1V��/;F�' ��t�: ti�i.s .�:�i:�: �1 :+.��v�:� d,• f f ;�i��. f.-�', Y TYPE TYPE E L �fi SOLID CHECKERED TOP SOL1D PERFORATED TOP 7 i ti S I r �.F,'tsl�T c�; Y`,� t l NEENAH'� skid-resislunt co�er wr(uce, a PERMA-GRIP is now avodablr Us ui� s"?' YJ „___--1:'' ahemnle on inony of o�r I�d ond yratc j�3 �tylcs. 'r 4 n.��,... i PER�b1n-GRIP prov��es a r�u��h co�bl�d .�;,;s. i lypC iurlc7Ce pCrmitl�nC� pUl�t�v� IroCtiUi� whuh minimitcs �lip�x�ye i t 4 'L' .�:(1. �,!�yL'y., t� Mosl llal cover v� y�UIC SurlucCt Cnn VC b.�,l. t supplird wilh PERMA•Gf21P in ticu v� '':'��,35� �:�.`,�'„�iJ;;t�' ihe �Ilusr�oied siyle. Trench Type D solid cover with frome. Nofc anchor lug. 1 !h+ LONGITUOfNA� vrEws ��RANCS IN STO. �•O SCCiIONS krN COY[AS IN STANDA110 f i �c..o�� i �iIONAL Bolted Down Covers /R�Y( SECTION ��C 7�ER5 r-,� •:�sof lost heavy traffic, ond in localions where souo .�oR GRAtEp\` ccc :;,,�Sm is a p�oblem, covers are frequently s t' �10 framcs. �T. v y �ri g� �•:�and lids ore bolled Io fran,es with stainless PLAN viEw i' �T �op screws. :atd �rench droins ore not (urnished bolted. i ---'�u L u ;t feo�ure is requ�red on R-4990 series, see i ••.'•�'isenes on poge Z2. 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