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9TH E 10410 SUNSHINE GARDENS NURSING HOME e f l.� 'f%�. �I n Q Pro�ect Name E �d �I r7ve,��.t�c 4 Project File Number �9dU S �S"��-�OcJZ S p o n s o r' s N a m e ✓t S�� v�-�, G- c� ��S r.t 2 S t�. ��U Engineer/Surveyor's Name e-� �-c-� M• a� �e-+�� Telephone 2-� �v73 Date Submitted Description Initials 7/ �C� _�f ��1�� '�'a� Q o S l� •s c�,_ �-�f F �G�1 r J.�r7�� 1 �.c� i.n�w..�S J f�. l� l/ r v r r1�� ,a, �-�i�,��„� ��.ti� �G /z/�� M��✓�� 2��,�_.�,�--� ��s�«...-s D �l'!-�r.� a�4'l,v£ /�T/�:..�s �i� LL- �Gr'�ir.c r`� (�'�%iQf� ��"'rs/J /�/L-/�%�/��_S a/) ��1� f�0 Z ��"I.��l �l,l.� ��/J Sl r �f "��1 �/.��/f ./Si1�G/�� .�J,�aS T �b v'�'.• /Ll�e-�2 ��9�1D �T� �?.��A,c �,..�i.�/ t r RE�tARK�S ST RE� pAT E p LAN gU5INE5S SIGNED 5T RE�1 f l �t f.�� 1 I 1 L-+ 4 i i' r Spokane Count;: 3 s D e a me n rt r of Bul l d i n S a e t r� p y 7 .o. z e JAMES L. MANSON, DI�� R r E� if'�E�t� f •r.: TO Allan deLaubenfels, Planning Department Gary Nelson, Engineer's Department Marty Robinson, Building and Safety Daryl Way, Health Department Clyde Wisenor, Fire District No. 1 l I FRC�:t� Thomas L. Davis, Code Compliance Coord'�nator Department nf Building and Safety DATE: July 25, 1989 RE July 24, 1989 Pre-Construction Con�ference East 10410 9th Avenue 7 Enclosed is your copy of the minutes to the referenced meeting. Should you have any questions or need addition information, p�ease feel iree to contact me. TLD:jew cc: Ms. Calla Kirkwood, Kirkwood Architects Mr. Chauncey Micidleton, Sunshine Gardens Nursing Home Ms. Mabel Caine, Air Pollution Control Authority Mr. Dennis Scott, Public Works Director WEST 1303 BROADWAY SPOKANE, WASHINGTON 99260 0p50 TELEPHONE (509) 456•3675 M��'�'E� P��-C€��RU��If3N CQNF�RE,NC� �A�T 14 410 '��'H P,�TEN�T� �L�RS I1�G �ONiE �UL� �9, �989 �Ai�i� O�D��: "�he me�tir�} w�s c�l.led t� ��c�e� a�. app�oxir�atel� 10:0� B�i�ding �nd Safet�'s �ac�� Com��iance C�o��dinator Tc�m D��ri� r with �the fol�o�i�� in �t�endance. ��RM�T ��E`W' P�.�TI�IPAN'�'� A�l�n deLau�entels P�anninc� �e�artrr�er�� ar� Ne�son, �ngineer's �ep�r�r�ent Mar�y Ro�i��c�n x ��.�di�g ar�d �afe�y Da�y� �a�, HealtY� Department Cl�de �isen�r, F'i�`e Dist�`ic� 1 �a� i��i'r��, B�ilding an� ��fet� e�P�L�C�ITS �a��.a Kirkw�vd, Ki�kw�c�d �trchite�t�, So�zth 9 Washingtc�n, �p��ane, Washing�vn. 992�4, �509� 83�-�� C�au��e�r M�dd�eton �unshir�e Ga�c�ens� �as� �t�, �pc�kan�, t�as�ii��ton, �9�06, ��9 ��4�73 �COPE��FR��E�'I` ��S�RIPT�T�Nr I. Gen�ral �]v�rvi�� Propose� i� ��e can�truct�.o� of a one �t�r� facili�� to r�eglac� �Y�e �xi�t�ng �unsh�ne Nu��ng I�ome T'he f ac� li�.� �ri 11 �e a�n S7 ski lled c�re nursinq h�rne. T�e existing buil�ling will �e ren��a�.ed in�o a k�aa�ding f ac��t� at a l�t�r c�a�� a�c� even��all� r�r�oved fo� 'fu�ure �xp�t�siori �f �h� nu�sinc� �ome eampl�x. II. C�n�t�uc�.3on ��he�ul� The app�i�at�� would �ike �o }��gin �or�s�r�cti�n a� saan as p�ssi�� TI++Il'�AR� �F DEPAR'I'1�iE1�� RE�tJI�E��N�� I� Plann�ng ��pa�t�ent {4��-2�Q5� D��ussic�n�l��quir�men�s l. Fa�king �or th� �ra�o��d pr�j�ct ad�qua�.e. The site plan s��ws 5� spac�s anc� ��e r�c��ement is 2 -1- s' 2. There was some concern about the back-up and maneuvering parking. The applicant indicated that they will make sure it is wide enough or they may eliminate it. B. Permit Release Requirements l. A landscaping plan shall be submitted for review and approval. Also an estimate from a nursery, including size, type and quantity along with a promissory letter from the owner stating the landscaping will be installed shall be submitted, as per the Condition of the Conditional Use Permit number CUE-18-87. 2. Please submit a ligh�.ing and signage plan for review and approval. II. Engineering Department (456-3600) A. Discussion/Requirements 1. Comments were given to the applicant and Building and Safety by Gary Nelson. The applicant was also given a deed and RID/CRP agrPement which needs to be recorded. 2. A drainage plan for the site which has been prepared in compliance with Spokane County "Guidelin�s for Stormwater Management" shall be submitted for review and approval. At a minimum the plan must contain: drainage calculations for stormwater volumes generated on site, calculations for total impervious surfaces contained within the site, finished grade elevations for structures to be constructed on site, finished grade elevations at the top and bottom of the 208 swale, a typical cross section of the 208 swale, calculations to justify the number and type of drywells proposed, and elevation of drywell inlets where applicable. 3. The,property is affected by the "Findings and Order" and the "Conditions of Approval" for the of Condi�tional Use Number CUE-18-87. -2- 0 4. The following improvements within adjacent Right of Way are required prior to the release of a permit: Right of Way dedication 20 foot radius on Raymond and Ninth, and an RID/CRP agreement "Notice to Public No. 6" on Raymond Avenue needs to be recorded. 5. Upon receipt of the other information herein requested, the County Engineer's Office will sign the building permit for this application. This sign-off will be conditioned "No occupancy until receipt of the signed and notarized Right of Way and R.I.D. documents." 6. A road and drainage plan for improvements on 9th Avenue shall be submitted ior review and approval. 7. All required construction within the Public Road Right of Way is to be completed prior to the release of a building permit or a bond in an amount estimated by the County Engineer to cover the cost of construction or improvements shalZ be filed with the County Engineer. 8. Approach permits must be obtained from the r County Engineering Department for 9th Avenue and Raymond Road. B. Permit Release Requirements 1. Please submit a site plan for review and approval. 2. Please submit a drainage plan as specified above for review and approval. 3. Please submit road and drainage plans for 9th Avenue for review and approval. 4. Please submit approach permits for 9th Avenue and Raymond Road for review and approval. III. Health District (456-6040) A. Discussion/Requirements 1. Daryl Way stated that the proposed project is a Department of Social Health Services (DSHS) licensed facility. -3- t 1 'O 2. There is an existing well on the property that is not being used at this time, however the applicant indicated he may want to use it in the future for irrigation. The applicant will need approval from the Department of Ecology (DOE) before using the well. Daryl Way stated that the Health District would prefer the well be abandoned. 3. The proposed project will be connected to the Public Sewer System. The existing building will eventually be connected with the new building and sewer system however on an interim basis DSHS has approved an interim sewage system for this building. There is no record of the sewer system serving the existing building. 4. A critical materials listing, which will be supplied by Building and Safety, shall be completed and returned to Building and Safety for review. B. Permit Release Requirements 1. Clearance from DSHS for the on-site sewage system. IV. Fire Protection Distri�t No. 1(928-1700) A. Discussion/Requirements 1. It was stated that the fire lane accesses would need to be widened. 2. A total of 6 fire hydrants is being required and needs to be illustrated on the site plan. A siamese connection in a vault located at 9th Avenue within 20 feet of a hydrant is needed for this project. 3. There is 1 hydrant presently existing on the site. There is also a hydrant located at a school next to the site that would work to serve the site if it was made available to Sunshine Gardens. An agreement would have to be made between the school and Sunshine Gardens. -4- Y 4. This proposed building which will be fully sprinkled requires an approved fire flow of 2,250 gallons per minute. Installation of the hydrants will be required prior to occupancy. 5. The Fire District will need access to locked or gated areas by use of a Knox Box however the applicant indicated there would be 24 hour personnel at all times. V. Building and Safety (456-3676) Discussion/Requirements l. Plan review for the proposed project has been completed and a detail letter was given to the applicant. Comments included Fire District requirements, the Barrier Free-parking, construction, occupancy, mechanical and plumbing, and energy and Barrier Free Facilities requirements. 2. Marty Robinson will meet with the applicant after the conference to discuss in detail the plan review letter and code requirements. B. Permit Release Requirem�nts 1. Two complete revised sets of plans addressing" the items discussed during and after the meeting and other items from the plan review letter needs to be submitted for review and approval. APPLICANT'S COMMENTS/ACKNOWLEDGEMENT:, The applicant acknowledged that all comments/requirements were understood and had no further questions at this time regarding permit requirements. CORRECTIONS: To minutes or changes from what appears in the minutes, we should be notifiec� within one day of your receipt of these minutes. To site plans as required by any or all of the above-listed departments shall be submitted to Building and Safety who will then distribute accordingly to those departments. -5- ADJOURNMENT: There being no further business, Tom Davis thanked the applicant and the departments for their participation and reminded all that he should be contacted if there are any unforeseen problems which may arise. The meeting was adjourned at approximately 10:45 a.m. Copies of Minutes to: Al1 participants File East 10410 9th Avenue Nursing Home NOTE TO APPLICANT: Some time ago the county recognized the need to streamline the building permit system and accordingly initiated these Pre-Construction Conferences. Comments so far would indicate these conferences are successful and do enhance the permit system. As a recent participant, we would appreciate any comments you might have to further improve the process or, should you have any questions or concerns regarding your conference, please contact either Jim Manson, Building and Safety Director, at 456-3675 or Dennis Scott, Public Works Director, at 456-3600. Sincerely, James L. Manson, Director -6- s j f d� i,�';C'�� .V .AS�...�..c�\I I=�' r �1, �I -,�,r�� y ..V j s PUBLIC WORKS DEPARTMENT i i a ,.t��'' ��-f.<<;�� OFFICE OF .r�°' c c ��.r ti 1'�, r �p'r< _b COUNTY ENGINEER *T f G'i ii�. �itib�. �'y1xr�: -��,wa�, �:i:.. RONALD C. HORMANN, P.E. .,�...,5�, COUNTY ENGINEER y�=�Fi��. �fl ';:tftt�,�:� i� r., SPOKANE, WASHINGTON 99260-0170 SPOKA�E COUt.7r GOUR7 MOUSE September 1, 1989 Mr. Chauncy Middleton East 10410 9th Avenue Spokane, Washington 99206 RE 9 th Avenue CRP 2343 Dear Mr. Middleton: As previously discussed by phone, the required improvements of 9th Avenue ad�acent to your new development can be accomplished under the County's project for sewer and road work on 9th Avenue. Your share of the project cost is $9,370.5 0 as detailed on the attached sheet. If the work is done with our project, Spokane County will provide the engineering, administration and inspection on the project in conjunction with our work on 9th Avenue. If you want to have the work done in conjunction with our project, please remit the amount of �9 370 .5 0 to this of f ice Very truly yours, Ronald C. Hormann, P. E. Spokane County Engineer Verril S le Engineering Administrator VS/set 0082v Enclosure cc: Land Development-bldg. permit file Public Works Building North 811 Jefferson Street Spokane, Washington 99260-0170 (509) 456-3600 i° i ATTACHMENT IMPROVEMENT COST DETAIL East 10410 9th Avenue County Road Pro�ect No. 2343 Description Units Quantity Unit Price Amount Excavation-Grading CY 123.4 10.00 1,234.00 Cement Concrete Curb LF 390.5 5.20 2,030.60 Cement Concrete Sidewalk SY 216.0 15.00 3,240.00 Cement Concrete Drive Commercial SY 17.1 19.00 324.90 Crushed Surfacing Top Course TON 70.0 10.50 735.00 Asphalt Concrete Pavement C1 "B" TON 43.0 42.00 1,806.00 TOTAL 9 ,370.50 w BID TABULATION Page-1 Bids op�ned in the Office of the Board of Spokane County CRP 2343 Comaissioners 11:00 a.m. o'clock August 29, 1989 9TH. AVEtNE PATH'�fAYS ELLER CORPORATION 1�IURPHY BROS., INC. NORH'S PLUt�ING HEATING EtdGItiEEERS FSTIMATE ld�r1MAN LAKE, WA 99025 SPOi�ANE, WA 99220 COUER D'ALENE, ID 83814 t�o. Item Description Quantity Units Unit Price Amotmt Unit Price Amotmt Unit Price Amount Unit Price Amo�t 1 ROADWAY EXCAVATION INCL. HAUL 310.00 C.Y. 6.00 2,220.00 1.14 421.80 10.00 3,700.00 10.00 3,700.00 2 PRECAST DRYWELL TYPE B 1.00 EACH 1,200.00 1,200.00 I,250.00 1,250.00 1,200.00 1,200.00 954.44 954.44 3 HETAL FRAME AHD GRA�E TYPE 2 1.00 EACH 300.00 300.00 215.00 215.00 Z00.00 200.Q0 225.24 225.24 4 GRUSHID SURFACING TOP COURSE 317.40 TQN 8.00 2,536.00 11.79 3,737.43 10.50 3,328.50 8.60 2,126.20 5 ASPHALT CONC. PAV�NT CL. B 513.00 TON 40.00 20,520.00 40.69 20,813.91 42.00� 21,546.00 46.81 24,013.53 6 REIACATE EXISTING SPRINKLER �ADS 13.00 EACH 50.00 650.00 78.00 1,014.00 50.00 650.00 200.00 2,600.00 7 CII�NT CANCRETE CURB TYPE A 483.00 L.F. 5.00 2,415.00 5.25 2,535.15 5.20 2,511.60 8.03 3,878.49 8 SPECIAL BACI�ILL FOR DRYWELIS 40.00 C.Y. 14.00 560.00 10.38 415.20 10.00 400.00 13.59 543.60 9 CF��NT CONC. SIDEWALK 358.00 S.Y. 16.00 5,728.00 16.03 5,738.74 15.00 5,37Q.Q0 21.94 7,854.52 10 CEMENT COt�CRETE DRIV�►lAY RESIDE2�TIAL 16.00 S,Y. 16.00 256.00 11.01 272.16 17.00 2�2.00 23.54 376.64 11 CQ�ENT CONCRETE DRIV�IAY C0�4lERCIAL 19.00 S.Y. 18.00 342.00 18.90 359.10 19.00 361.00 29.62 562.78 Ybtals $36,721.00 $36,833.15 $39,539.10 $47,435.44 Engineer's Estimate plus ten percent $40,399.70 Compiled Certifi J 2 U`"� c�i� (='?'�.C-�.�(. V "C-�L� I .::J� YaF:�C✓'. i 1•_) t`' 1 L- f�rl,� a-P/ c,(� �r(-�L-L� G�-�,' 8 z w�_.c__ BID TABULATION Page-1 Bids opened in the Office of the Board of Sgokane County 8802 Coc�issioners 11:00 a.m. o'clock August 29, 1989 UitIV�SI� r RIG;i ULID S�,R�,R HURPHY BRU6., It1C. t�ORH'S PLUMBIt1G HEATIltG ELLER CORPORATION ENGIttEERS ESTIHATE SPOKAHE, WA 99220 COUER D'ALFSIE, ID 83814 �tE�'MAtI LAKE, k�A 99025 t�o. Item Bescription Quantity Units Unit Price Amowlt Unit Price Amount Unit Price Amoimt Unit Price Amount 1 MOBILIZATION 1.00 L.S. 11,500.00 11,500.00 11,000.00 17,000.00 20,000.00 20,000:00 17,200.00 17,200.00 2 REMOVING ASPHALT CONC. PAVEMENT 9696.00 S.Y. 1.00 9,696.00 1.00 9,696.00 1.00 9,696.00 .50 4,848.00 3 P.V.C. SEWER PIPE 4 INCH DIAMETER 2369.00 b.F. 15.00 35,535.00 15.00 35,535.00 13.05 30,915.45 11.40 41,220.60 4 HAt�OLE TYPE I- 48S 20.00 EACH 1,400.00 28,000.00 1,400.00 28,000.00 1,181.59 23,631.80 1,480.00 29,600.00 5 ADNST HANHOLE 5.00 EACH 2O0.00 1,000.00 200.00 1,000.00 200.00 1,000.00 180.00 900.00 b TESTING HAHHOLE 2.00 EACH 450.00 900.00 750.00 1,500.00 400.00 800.00 430.00 860.00 7 P.V.C. SEWER PIPE 6 IN. DIAI�TER 143.00 L.F. 19.00 2,717.00 20.00 2,860.00 15.20 2,173.60 18.62 2,662.fi6 8 P.V.C. SE�dER PIPE 8 IN. DIAl�TER 5757.00 L.F. 24.00 �138,168.00 19.00 109,383.00 23.90 137,592.30 23.30 134,138.10 9 SERVICE CONNECTION 8"X4" TEE AND FITTINGS 84.00 EACH 40.00 3,360.00 25.00 2,100.00 54.23 4,555.32 21.00 1,764.00 10 SERUICE CONNECTION 8"X6" 2EE APJD FITTINGS 5.00 EACH 60.00 300.00 30.00 150.00 56.52 282.50 30.00 150.00 11 iREtiCH D�CAVATION SAFETY SYSTEH 1.00 L.S. 2,000.00 2,000.00 1,000.00 1,000.00 1.00 1.00 1.00 1.00 12 CRUS}�D SURFACING TOP COURSE 3918.00 TON 8.00 31,824.00 10.00 39,780.00 8.49 33,773.22 14.26 56,726.28 13 ASPHALT (:Ot1C. PAUD�!{T CL. B 2133.00 TON 40.00 85,320.00 41.50 88,519.50 43.60 92,998.80 40.69 86,191.77 14 ASPHALT SAW CUTTING 1863.00 L.F. .40 145.20 .50 931.50 .54 1,006.02 .35 652.05 15 SOD INSTALLATION 1200.00 S.Y. 6.00 7,200.00 6.00 1,200.00 5.00 6,000.00 8.00 9,600.00 Totals $364,265.20 $344,655.00 $364,426.11 $387,114.4b E�qineer's Estimate plus ten percent $400,691.92 Compiled Certified a i o 9 ti�r� ��o�lz�tio�� A� ��r� 2� l z�� n ti N o s 2o s� f cro s�.� N O T I C E T O T H E P U B L I C 1 Pe2►� RID WAIVER, AGREEMENT AND COVENANT: YO i f }E ��l KNOW ALL MEN BY THESE PRESENTS, That Sunshine Nurs�.nQ Homes, Inc.. Bv: MarQaret C. Dikes being the owners of the following described lands in consideration of t�iutual Benefits to be hereaf�er dezived do for themselves, their heirs, grantees, assigns and successor(s) in iclterest hereby agree to authorize Spokane County to place their name(s) on a petition for the formation of a Road Improvement District (RID) by the petition method pursuant to Chapter 36.88 RCW, whicli petition includes the owner(s) property, and further not to obiect, by the �igning of a ballot, Co the formation of a RID by the resolution method pursuant to Chapter 36.88 RCW, which reso.lution includes the owner(s) property. If a RID is formed by either the petition or resolution method, as provided for in Chapter 36.88 EtCW, the owner(s) or successor(s) further agree: (1) that ttie improvements or construction contemplated within the proposed RID are feasible, (2) that tfie bene£its to be derived from ttle formation of the RID by th� property included therein, together with the amount of any County participation, exceeds ttie cost and �xpense of formation ot the RID, and (3) that the property within the proposed RID is sufficiently developed. Provided, further, the owner(s) or-�,successor(s) shall retain the right, as autharized under RCW 36.88.090, to object to any assessment(s) on the �roperty as a result of the �improvements called for in conjunction with the formation of a RID by either The petition or resolution method under ChapCer 36.88 RCW and to appeal to the Superior Court the decision of the Board of County Commissioners affirming the final assessment roll. It is� further agreed that at such time as an RID is created or any Road Improvement I Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) shall be at the sole expense of tt�e undersigned owner, their heirs, grantees and assigns without any monetary participation by Spokane County. Tlle RID waiver contaiiied in this agreement shall expire after ten (10) years f.rom the date of execution below. Flowever, at tlie expiratio�i date tlie owncr(s) or successor(s) agree to construct the required improvem�nts at their own expense; pay to Spokane County the then estimated cost of the required improvements to enable the County to complete the same; or furnish a bond or other secure method suitable to �iie County, providing for or securing to the County the actual construction of the improvements. The above conditions and covenant apply to the following described property: An undivided one—half interest each: Part of "University Campus" in University Place, as per plat thereof recorded in Volume "Q" of Plats, Page 19, being the East 460 feet of the North 660 feet thereof; EXCEPT the West 100 feet of the North 140 feet; and EXCEPT, beginning at the extended center line of lOth Avenue with the East line of University Place; thence South 23 feet for the true point of beginning; thence West 1.41.9 £eet; thence South 307 feet; thence East �41.9 feet to the East line; thence North to the point of beginning. Also; the South 60 feet of the North 720 �eet of the East 201.9 feet of said University Campus. A1� in Section 20, Township 25 North, E7ange 44 E.W.M., in Spokane County, Washington; together wi.th a perpetual easement for the use of the following described pr.operty: The East 147..9 feet of the South 15 feet of the North 368 feet of the Campus Tract, Unfversity Place Addition to Spokane County, Washington, as a driveway for ingress and egress. .r 't3 1 a 1}' wl'�i�I �1��4� �r l� S�P 2 3 (over) f u� �c��r,,,:,:�� .,��v 'X,'�� ,,i:':. �,t,c ti�� v0�. 1U�i�� These requirements a and shall run with the land and shall be binding upon the owners, their heirs, successors or assigns. IN WITNESS �,THEREOF, said corporation has caused this instrument to be executed by its p per off icers and its corp�� te seal to be hereunto affixed this j' fGr day o f �.�y�"r�,�:�,� 19 T SUI�SHINE NURSING HOMES, INC. �.�-ti.� d'�/i'.1: ;J' By�/ t—�// .7 J Marga�et Di �e�resident .M f d a r r. N �XXXX}�}�XXXXXX}� XX�{XX I• ��C}K XXXX�X?�XX STATE OF WASHINGTON COUNTY OF SPOKANE ss On this 1 �%`7 day of y 19 �I�� before me, the undersigned, a Notary Public in and for the ��te of Washin ton dul commissioned and sworn g y personally appeared MarQaret C. Dikes Co me known to be the PRES IDENT ��XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX��K��XX�{��Xx�Xk��XT�� respectively, of Sunshine Nursing Homes. zn� the Corporation that executed the foregoing instrument, and acknowledged the said instrument to be the f ree and vo�.untary act and ciced aF said Corporation, for the u.9es and purposes thcreiil menCioned, and on oath s�ated that she authorized to execute the said instrument. IN WITNESS kTHEREOF, I have hereunto set my hand and affixed my official`�seal, the day and year first above written. t �.i'L`�� /l y S i rN Not� y Public In ,b��d �.f �Gtre S.'t�aLe of Washi�iQton ��c`� residing at S�okane Washirigr` t �J t t 1 �R I GNT 0 F WAY D E E D ,ti `�(:►;,11 0� ti� 0 t. 1 1� 1�� i� t �y X 9th Avenue ��1206 IN THE MATTER of Raymond Road No. 1206 KNOWN ALL MEN BY TNESE PRESENTS, thdt Sunshine Nursin� Homes, Inc., By: Mar�aret C. �c� Dikes f�R&x��x of the County of S�okane, in the State of Washington, in consideration of the benefits and other valuable considerations, and the sum of Mutual Benefits Dollars, paid them by the County of S�okane, the receipt whereof is hereby ack�owledged, have granted, bargained, sold and conveyed, and by these presents do qrant, ba rga i n, sel 1 and convey unto sai d Spokane County, the fol 1 owi nc� described parcel of land, s�tuated in Spokane County, in the State of 4lashinqton, to-wit: That portion of University Campus in University Place, as recorded iri Volume "Q" of Plats, Page 14, in Spokane County, Washington, lying Northeasterly of an arc, concave to the Southwest, having a radius of 20 feet at the Northeast corner thereof, the ends of said arc being tangent with the South right of way line o� 9th Avenue (��1206) and also being tangent with the West right of way line of Raymond Road (��I206). of Secti on 20 Townshi p 25 North, Ran�e 44 E. W. M. TO HAVE AND�TO NOLD the same, unto the said Spokane County for the purposes of a nublic road forever. IN WITNESS WHEREOF I have hereunto set my hand and seal this /Z day of i r 19__� j_. SUNSHINE NURSING HOMES, INC. v �t, E. Excis Tax Exempt 14 7 't Date I X/ -E�; r/,,�-�'�, s r�' Spokane Counry Treas. Margaret C. f Aikes, Presidenf �y X t 'r- �i� I• �....r R/W T/1/85 Z v S�/ �l l ti C= Z., v c,c r p �'1 i� G"� t f�- 1{(�� i� t I r��fi� STATE OF wA5x�NGTON COUNTY OF SPOKANE ss On thi s Iz ��C day of�� w 19 before me, the undersiqned, a Notary Publ ic in and for the State ofl'�� shington duly commissioned and sworn personall.v appeared Margaret c. Dikes to me known to be the PRESIDENT �x�xxxx �xx�xxxx��xx�xxxx�xx re- spectively, of Sunshine NursinQ Homes, Inc.,the Corpo ration that executed the foreaoing instrument, and acknowledqed the said instrument to be the free and voluntarv act and �.�Eed of said Corporation, fo r the uses and purposes therein mentioned, and on oath stated that she authorized to execute the said instrument and that the seal affixed is the Corporate Seal of said Corporation. IN WITNESS b1HERE0F, I have hereunto set my hand and affixed m ufficial seal, the dav and year fi rst above ��rri tten. j -�JG r �S I' �r'°°''� Nota Publ i c, I n,�nd fo�" ��t�� e df �j �Washin ton �"2 7 f� vv .��i in Spokane, WashinQtorr r `.�-,`��l'� 0; r S�� I Z 3 6 o J A `ytF i. -;;t.:i�r- n L, S 1 �i.' i 9� i i C�OND ESl" I MA'T� r'ROJ��=:�T C' 1�:�'�:�� h1 i n t h IVF�t�I� .J� DF�I"E �?�3—(��tq �-�3'� D�='(� x N(�i�� I T�.MS lJl�) I T� i�l.fAN I l"Y F'r' i�:� �::QST 1? 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X..� I C�•{ i" 1 Cl 4�d b c�� :j ��i'�!C a S� i'�i�.'� �='W T L� �T!°� f t�f l� i� c_� Inl �f f:a ��``h1 �E� m C:hlC.�F�'f='�L� "f� F: �i C �3 "i" fi: I �l i_. E' tA! J. w ti? c�► I�d a c�� c:? ��j f� X� r' r�:r=� ��¢��R.��F�� c��,�ra�l�� F�'�`�r:�. �FiF o F 4 �t Qf��'J W�`� 1�� X f� 61'�� T I Q6`.! a�1 t:y T J. b'. f_, o� a f� L! ;�i 1-� lJ C: I�i C9 T 0�'a C: CI E.! E� i�= �1` �b 1 n:#. C: V C i=� U��•i E:I� tJ�: �'1 C:[ I�It� C7U1�� rt� n::� t� T n c°� C Y�� t�a�'i�1F�L_1" f�L�i�lf" F;�:'T'ir: 1. 7 i� l' 'T'L�Ik9b=i Ca d..' C_ P .4. 1�•3 5 1 n C„? E_i n T l S �3 s.e� r"F' u .E. d./ l/l� t'1 f'•. c. 1'� 1 .I. �`�1 L7 �o� n �D T o f �l I.J ��l L� b� .r n ia o i 4 !':i.�.� L..' F� !L: VY f l h... i 1 .A l�l' t, G d�. 6.P 1 if c�:�i�E��r-�wra �,c�° �.ic� �c�ur::ac c: ��til�►��:�.� SLj�"�F�"�� !�f� w� GO�..aF��E� c:,i C�, a�' L �l di f'°' I-d l._ "C C: L:� I' Fi L� "f' C: 4• r�, 'f 1�9 a l.� F�; w�a a �i� T' c I� C=.: WJ L_ I o �FFICE OF TNE GQU�TY E�GTNE�� SF'Ok::AN� COUNTY, WASWTRIGI"C]RI D� t e J�.i 1 y q 1'�8'� f'r��.jecto S�.insi G�r�d�ns N��_�rsin4 H�r�me Address: E. ic��i�� '�tF� Ave. Pa r c e 1 N�_� ca �-1 C� Cy:� I�e f hlu £3'�c_�c_�:; c i�'� �fh�e C��_�nty Enqineerinq �7ep�rtment r�as c��mpleted rPView ��f tl�e �b� �vp rPf�renc�d pr�_�.ject. Ti f��l l�.�winq infurmati��n m�_�st be pr��vided in ��rder f��r �_�s t�_� pi��ceed with� ��_�r review. A� A dr��inaqe plan fc�r the site wr�i �r� has be�n prepC�red in c�mpli�nce witl �p��E::� C�_��_�nty "Cuidelines f��r 5�:�armwater I�I�naqement". At a minim�_�m tF�e pl�n m�_��t c�rntai n: 1. Dr�a.n�qe c�l c�_ilati��ns f�_�r s��armwater v��l►_�me� q�net��tPC� sitpo C�1 c�_tla�:i��ns f��r tc�tal impervi�a�.�s s�_�rf�ces c� �ntained witi th�e site. Finish�ed qrad� elev��ti��n� f��r �tr�_tct�_�re� t�� be c� �i�str�_�cted �_�n si�:e. �E. l�inisF�ed qrade �lev�ti��ns ��t tr�e t��p and b�� t t�� m�� f t F� e:� 8� w a 1 e. 5. A typi.cal cr��s sec�i��n ��f tr�e sw�leA �e Cal c�_�l�ti��ns .j�_t5tify th�� n�_imber and typ� ��f drywe'lls pr��-�p�w�sedo 74 �1ev�ti��n ��f drywell inlets wt��Fre ��pplicab7.e. L� TI s�_�b.ject pr��p�rty is affected by th�e "f�indine�s �nd C)rder" and the "C�.�nditi��n� Appr��v�1" fi�:�r tr�e f��l l��winq land �_�se �cti� �n: 1. Vari�nce �ar C�_�nditi��n�1 Use N��. CUE-lg-87 G:� Tl�e f�_�llt��winq impr�_�vements within �d.aacent t�iql ��f W�y are req�_tired pri��r t�� tr�e relea�e ��f a b�_tildinq permit: Riqr�t ��f Way dec�ic�ti��n �c=� ft. r�adius ��n Raym�:,nd hlintl :�e An HID/CRF' �qr�eement "f�l� �tice t�w� P�_�blic N�.�o ��n I��vm�:�nd Av�. ne�rJs �t�_� be �ec��rded. �'�_�rs�_�� t�� th�e �ttached J�_�ly 17, 1'�8'� letter� t�� 1��_�b McCann, tfie C� ��..inty Er�qi neer' S f�f f i re wi 1 1, up�,�n receipt �_�f the ��tr�er inf� ��m�ti��n ��erein req�_��st�d, siqn the b�_�ildinq permi{: f�:�r tFris paqe �p�lic�ti��n. 1"t sir�n��ff will be c��nditi�,�ned "N�a� �_�cc�_�p�ncy �_�ntil receipt �a�f tl siqned anrJ n� �t�ri4ed I�iqh�t ��f Way �nd R� I D� d��c�_�ments. Y��_� m�_�st s�_�bmi.t r��ad �nd drain�qe plans f�.�r� �treet irn�r��vement�d The�e m�_�st be prEp�red by �n enqineer. Pl�ns m�_�St he prep�r��d f��r tl f� �1 l�y�winq �treets: '�th� Ave. A:L 1 req�_tirecl c��nstr�_�cti��n c:�idew�lEi c�_trbinq pav�ment:� witl thp P�_�blic I��d I�iqF�t ��f Way is t�_� be r.� �mpletecl pri��r t�� tr�e relea�e ��f b�_�i ldinq permit ��r b� �rid in �n �m� ��_�i�t e�timated by tr�e C��_�nty En�ir�e�r t� c�_�ver tr�e c� �St �_�f c�_�nstr�_tcti►�n ��r impr��vemen�:s sh�l l F�e fa.led wi�h the C��.�nty Enqineeru `,o F�ppr��acl permits m�_�st be �_�btained fr�_�m �I C�_��_�nty �nqineerinq Dep�rtment f� �r drivew�y �p�r�_�acF�es t��. ti��e f��ll��winq strectsa '�tF� b. Raym��nd Da Ins�.�fficient inf��rmati��n w�� 5�_�bmitted witr� th�e pr� �p� �s�1 We �r� �_�nable t�� pr��ceed wxth� ��_�r� review. We wi11 need tfie f��ll�r�winq bef�^�i�e we can pr�_�ceed: 1. aite Pl�n. Dr�inC�ct� pl�n as specified. Utr�er a.nf�.�rrnati��n: I��:�ad Pl�ns f��r '3ti �ve. �e A�pr�_�acr� Permit�. Y�_��ar c��ntact pers��n at tl C��_�n�y �i�q.ii�e�rinq D�p�rtment m�y be cr��ntacted by r.a�linq �#S�-��=�. Y��_�r� c�_�nt�c�t �er�s�a�n i� Jerry S1R15r r y Y Sunsh�ne Gardens E. 10410 9th Avenue f�� Sf'OI<ANE, WASHINGTON 99206 926-3547 J 8 p9 r .��(��J1;� �`w�,�i��' +rrh d OwneAd.Oper�tcASy s �'T�rL�; SIJNSHINE NI.IRSING HOMES, INC. •.r.w��: July 17, 1989 Robert J. McCann Land Development Coordinator N. 811 Jefferson St. Spokane, WA 99260 Dear Mr. McCann: Sunshine Nursing Homcs, Inc., agrees to sign a Right-of-Way Deed on a 20' radius at the Southwest corner of East Ninth and Raymond Road. We also agree to sign an agreemEnt with Spokane County consis�;ing of Notice #6 for Raymond l�oad. �111 of the above items will be completed before December 1, 1989. Sinc ours, .a �T-.� iddl�ton Construction Coordinator Sunsha.ne Nursa�ng Hom�s, znc CJM/c jn a STORM WATER RUNOFF VOLUME CALCULATIONS AND "208" SWALE DESIGN PREPARED FQR: SUNSHINE GARDENS NURSING HOME Addendum to September 1, 1989 Report Revised D�� Basin #1 �,E R• ga y �t "OQ: �'vA's�;,� F �1 ��o PE x� �ti �o FGISTER. S/�� p�.T► RECEIVED �a�►w PREPARED BY: J A N 2 1S90 County Engineering J-U-B ENGINEERS, Inc. 2005 Ironwood Parkway, Suite 201 Coeur d'Alene, Idaho 83814 The following calculations are an addendum to the storm water runoff volume calculations and "208" swale design which was prepared for Sunshine Gardens Nursing Home and dafed September 1, 1989. The calculations for Drainage Area 1 and Drainage Area 2 have been changed based on the foundation movement to the South of 21.00 feet (See site plan). Drainage Area 1 was increased in total by 5,305 square feet. The paved and roof area in Drainage Area 1 increased 4,875 square feet. Based on these differences, the required "208" ponding volume was increased to 1,544 cubic feet. A 1,568 cubic foot ponding volume (See Figure 4) was designed for, resulting in the requirement of a Type "B" drywell. Drainage Area 2 was decreased in total by �,305 square feet. The paved and roof area was decreased by 4,875 square feet. These changes result in a required 208 ponding volume of 1,145 cubic feet. The design "208" ponding volume, however, was maintained at 1,490 cubic feet (See Figure 3). A Type "A" drywell is adequate for this basin. Volume calculations are shown for the basin in Drainage Area 1. Drainage Area 2 and 3 swales were left unchanged from the September lst submittal. A revised site plan is attached. DRAINAGE AREA I CALCULATIONS A AREA BRFAKDOWN TOTAL ARFA 105539 SQ. FT. 2.4Z ACRFS PAVED/ROOF ARFA 36705 SQ. FT. 0..84 ACRFS GRA.SS AREA 688.'i4 SQ. FT. I58 ACRES B. WF1GH'I'ED SLOPE AND FRICTZON FACTOR L�iGTH SLOPE 'n' WEIGHTEA SLOPE WEIG�TfED 'n" 36 OS 0.018 18 0.648 155 0.01 0.035 1S5 5.425 80 0.015 0.018 1.2 1.44 80 0.04 0.035 3.2 28 351 23.95 10313 TOTAL DRAINAGE LENGTH 351 WEIGHTED "n" O.OZ9 WEIGHTED SLOPE 0.068 G TIlVIE TO CONC:ENTRATION, Tc �,a Q.1J �..�w Tc 3511�!IINLTI'FS D. WEIGF-�I'ED RUNOFF COF�FIQENT PAVEMFNI' ROOFS C 0.9 FARTH SURFACES: C 0.22 DEVELOPF,D "C FACTOR 0.45? BOWSTRING METHOD DETENTION BASIN DESIGN FOR DRAINAGE AREA I TIME INCRF.�ti1ENI' (MIN) S CONSTA'�T FOR THIS SPREADSHEET TL1�IE OF CONCE��I'I'RATTON (MIl� 3S1 IF Tc IS LFSS T�-iA,�f t THE�ICHANGE V IN OUTFI.OW (GF.S.) 1 DEPENDA�'�i'T ON DRYWELL DESIG�I DFSIGN YEAR FLO�Y (YR) 10 C0�1SI'A�YI' FOR THLS SPREt1DSHEET ARFA (ACRFS) 2.4b DEVELOPED "C" FACTOR 0.457 CALCUTATED USING WEIGHTED "C' VALUES AREA x"C" 1.12422 AUTO CALCULATION IMPERVIOUS ARFA (SQ. FI'.) 37055 ROOFS AND PAVE.�ti1E�YI' TII�i IE INC TItifE NC INTENSTIY Q DEVEL V I�1 V OUT STORAGE (MI� CSEC� (IPI/HR) (C,FS.) (CU. FT.) (CU. FI'.) (CiJ. FT.) 5 300 3.18 3S8 1328.49 300.00 1028.49 10 b00 2.24 252 1691.27 600.00 1091.27 15 900 1.77 1.99 1933.37 900.00 1033.37 20 1200 1.45 1.63 2072.87 1200.00 872.87 25 1500 1.21 1.36 2137.36 1500.00 637.86 30 1800 1.04 1.17 2188.26 1800.00 383.26 35 2100 0.91 1.02 2221.64 2100.00 121.64 40 2400 0.82 0.92 2278.47 2400.00 -12153 45 2700 0.74 0.83 2305.76 2700.00 -394.24 50 3004 0.68 0.76 2348.15 30a0.00 -651.85 55 3300 0.64 0.72 2425.87 3300.00 -874.13 60 3600 0.61 0.69 1517.89 3600.00 -1082.11 65 39Q0 0.6 0.67 2b78.97 3400.00 -1221.03 70 4200 O58 0.65 2785.29 4200.00 -1414.71 75 4540 OS6 0.63 2878.11 4500.00 -1621.89 80 4800 053 0.60 2902.68 4800.00 -1897.32 85 5100 OS2 058 3023.29 5100.00 -2076.71 90 5400 OS 056 3075.64 5400.00 -232436 95 5700 0.49 OSS 31?9.39 57Q0.00 -2520.61 100 6000 0.48 054 3276.39 6000.00 -2723.61 'VIN 1.34•QDEV'tFORt <=Tc VIN=QDEV't+.34'QDEV`TcFORt>Tc REQUIRED 'Z08" PONDING VOLUME 1543.96 CUBIC FEET DFSIG�1 '208' PONDING VOLUME 15?0.00 CUBIC FEET MAX. 1091.27 (SEE FIGURE 4) DRAINAGE AREA II CALCULATIONS A ARFA BREAKDOWN TOTAL ARFA 50231 SQ. FI'. 1.15 ACRFS PAVED/ROOF ARFA 31003 SQ. FT. 0.?1 ACRES GRASS AREA 19228 SQ. FT. .44 ACRFS B. WEIGHT'ED SLOPE AND FRICTION FACTOR L.E�IGTH SLOPE 'n' �TEIGH'I'ED SLOPE WEIGFITED 'n" 60 0.015 0.018 0.9 1.08 240 0.015 0.035 3.6 3.6 300 4S 4.68 TOTAL DRAINAGE LENGTH 300 WEIGHTED "n' 0.015 arEIGH'I'ED SLOPE 0.016 G TIME TO CONC'ENTFtATI Ct O.LS OV'ERIAND FLOW Tc 3.68 i1�IINUTFS D. WEIGHTED RUNOFF COE PAVE:�IFNI' ROOFS C� 0.9 FARTH SURFACFS: C 0.22 DEYELOPID 'C FACTOR 0.64 BOWSTRING METHOD DETENTION BASIN DESIGN FOR DRAINAGE AREA II �E INC�uE�r s TIME OF CONCE�ITRATI0�1(MII� 3.68 CALCULATED BY HAND OUTFLOW (C.F.S.) 0.3 DEPENDt1IVT ON BASN DFSIG�1 DFSIGN YFAR FI.OW (YR) 10 AREA (ACRFS) 1.15 INPUT ARF� IN ACRFS DEVELOPED "C" FACTOR 0.64 CALCULATED USNG WEIGHTED "C" VALUFS ARFA x "C" 0.736 Il�IPfiRVIOUS AREA (SQ. FT.) 27470 TLti1E I�1C TIME INC INfiENSTTY Q DEVEL V I�i V OUT STORAGE (tViIi� (SEC7 (�i 1/HR) (GF.S.) (CU. F'I'.) (CU. FT.) (CU. FI'.) 5 300 3.18 2.34 877.85 90.00 787.85 10 600 2.2A 1.6� 1112.95 180.00 932.95 15 900 1.77 1.30 12'70.25 270.00 1000.15 20 1200 1.45 1.07 1360.7b 360.00 1000.76 25 1500 1.21 0.89 1402.70 450.00 952.70 30 1800 1.04 0.'T7 1435.26 540.00 895.26 35 2100 0.91 0.67 1456.78 630.00 826.78 40 24(20 0.82 0.60 1493.76 720.00 773.76 45 2700 0.74 OS4 1511.42 810.00 701.42 SO 3000 0.68 OSO 1539.01 900.00 639.01 55 3300 0.64 0.47 1589.79 990.00 599.79 60 3600 0.61 0.45 1649.96 1Q80.00 569.96 65 3900 0.6 0.44 1755.39 1170.00 585.39 70 4200 0�8 0.43 1824.94 1260.00 564.94 75 4500 056 0.41 1885.66 1350.00 535.66 80 4800 053 039 1901.67 1440.00 461.67 85 5100 052 038 1980.64 1530.00 450.60 90 5400 OS 037 2014.83 1620.00 394.83 95 5700 0.49 036 2082.72 1710.00 372.?2 100 6000 0.48 0.35 2146.20 1800.00 346.20 •VIN 3134'QDEV•tFORt <aTc VIN=QDEV•t+34'QDEV•TcFORt>Tc RF�QUIRF� "208' PONDING VOLUME 114458 CUBIC FEET DFSIGN "ZQ8' PONDING VOLUME 1490.00 CUBIC FEEI' MA7�C. a 1000.76 (SEE FTGURE 3) t DRAINAGE AREA III CAI.CULATIONS A. AREA BREAKDOwN TOTAL AREA 104800 SQ. FT. 2.41 ACRES PAVED/ROOF ARFA 28944 SQ. FT. 0.66 ACRES GRASS AREA 75856 SQ. FT. 1.74 ACRFS B. WEIGHTID SLOPE AND FRICI'ION FACTOR LENGTH SLOPE "n" WEIGHTED SLOPE WEIGHTED 'n" 40 0.02 0.018 0.8 0.72 350 0.023 0.04 8.U5 14 390 8.35 14.72 TOTAL DRAINAGE LENGTH 390 WEIGHTED 'n" 0.038 WEIG�-TI'ED SLOPE 0.023 C. TINIE TO CONCENTRATION, Tc cc o.�s ovE�� .ow T� s.� �nvv D. WEIGI�TED RUNOFF COEFFICIENT PAVF11�iENT 8t ROOFS C= 0.9 EARTH SURFACFS: C 0.22 DEVELOPID "C" FAGTOR 0.408 BOWSTRING METHOD DETENTION BASIN DESIGN FOR DRAINAGE AREA III TIME INCRF�tiLE�I"I' (MIP1) 5 TTME OF CONCEYI'RATION 8.79 CALCULATED BY HA��1D OUTFLOW (GF.S.) 1 DEPEWANI' ON BASL�I DFSIGN DESIGN YEAR FLOW (YR) 10 AREA (ACRES) 2.41 INPUT AREA I�1 ACRFS DEVELOPED "C" FACTOR 0.408 CALCULATED USIPIG WEIGHTED 'C VALUFS AREA x 'C 0.98328 LVIPERVIOUS ARFA (SQ. FI'.) 27678 TLV1E I�lC TIME INC INI'ENSITY Q DEVEL V IN V OUT STORAGE C�'III� (SEC7 (IN/HR) (C.F.S.) (CU. FT.) (CU. FT.) (CU. FI'.) 5 300 3.18 3.13 1256.99 300.00 956.99 10 b00 2.24 2.20 1716.48 600.00 1116.48 15 900 1.77 1.74 1878.45 900.00 978.45 20 1200 1.45 1.43 196657 12Q0.00 766j7 25 1500 1.21 1.19 1998.00 1500.00 498.00 30 1800 1.04 1.02 2024.07 1500.00 224.0'1 35 2100 0.91 0.89 203950 2100.00 -6US0 40 24U0 0.82 0.81 2079.68 2400.00 -320.32 45 2700 0.74 0.?3 2095.07 2700.00 -b04.93 50 3000 0.68 0.67 2125.79 3000.00 -874.21 55 3300 0.64 0.63 218953 3300.00 -1110.47 60 3600 0.61 O.bO 2266.84 3600.00 -1333.16 b5 3900 0.6 OS9 2406.67 3900.00 -149333 '70 4200 OS8 �57 249753 4200.00 -1'702.47 75 4500 056 OSS 2576.60 4500.00 -1923.40 80 4800 053 OSZ 2594.91 4800.40 -2205.09 85 S1Q0 OS2 OS1 2b99.34 5100.00 -2400.66 90 5400 OS 0.49 2743.01 5400.00 -�656.99 g5 5700 0.49 0.48 2832.70 5700.00 -286730 1Q0 6000 0.48 0.47 2916.48 6000.00 -308352 'VIN=1.34•QDEV'tFORt<=Tc VIN=QDEV't+.34'QDEV•TcFORt>Tc REQUIItID Z08' PONDIlVG VOLiTME 1153.Z5 CUBIC FEET DFSIGN "208" PONDING VOLUME 1280.00 CUBIC FEEI' MAX. 1116.48 (SEE FIGURE 2) 0 I o ��J� h+ o p 2_ F �r�' �.6 1 .....r--- 1 so 00 3___ i 90 o o� a i s F ow er Be� p T e 1 yp� je''• 37` 5 g+�. R! N 2�,�7.5 Q� l t 2�3�. h Q w J t aa 9 .5 ry o ,,�L �S f ti� 12$ city I C I o� r o Z 52 •5' l r Y O f j '�j o� 2 0 47 6 1 o p ACA p sur�F�c j (plol/ insei t 1� o i o r z Q, J� Zp —`5 yc 2039 Fi ure 3 v 2038 9 3. 2 2' 29.9' �-i 44.2' 6� N 18 8' 4 S' �j S 90'00'00" E 100.00 I JL �2038. 2037. 9 7 i� y 1 x R�m E/� v. 7 915 c. Capacity 2037.9 (1490 c.f. Total) o 20• r �j P d t S 4 p 3, �n 20 X8 CMP Q� �see detai/� �8. 5 2 TYP• �j 575 c. f J o Rim E/e v. c� r �J� C4pdci�i L J 2037. 9 2�7.�7.9 2038. 4 r •0 i 2040 204� o o N N O ,��i 37 R' W 9 8 Drainage Area II_ o o 79 o 0 ACAD: SUNFIG3.Dwg (plot/inseri 1 =2C►) xr C� o�' �o j �I p,� A �Rim 1� �r. °i� ��__�.f� ��it�� ti f '4� +f r i 1 �r�C�r�� a I f I ....0 2 0�� A f ti 1 �.��•�o�o�'�w �s.�� x s��s �a� �cu��r��vs 4 ��_�i r ��7�.3 �-F Y f�3 x� o. 5 i.� 7 �o I� 4 �C�O��T Z�S� A�,Ab: SU1�FI��.Dwc� �n�atlin�ert 1 J-U-� EIV GI NEERS, I �vC. 2005 Ironwood Parkway, Suite 201 Coeur d'Alene, Idaho 83814 Telephone: (208) 667-1574 September 27, 1989 Mr. Gary Nelson Planning Engineer Engineers Office Spokane County North 811 Jefferson Spokane, WA 99260 Dear Mr. Nelson: Enclosed for your review and check against your calculations is a copy of our calculations for the areas and the volume capacity of the detention basir.s at Sunshine Gardens Nursing Homes In this day and age of computer design and area calculations, it is beyond me ��hy we are wastiizg my time and your time sending calculatior.s back and for�no It would appear that simple arithmetic, which I have enclosed for your review, could have been performed by your people to verify the capacity we show on our drawings. With�ut per_form,ing detailed calculations, a simple check of the volune using a planimeter, averaging the two readings for an average area, and multiplying times depth would have given a cursory ch�ck against the capacity. T hav� tc apologize for• being upset over this item, but it is nc� the fi'rs� time we have experienced a"cold shoulder" and it is beyand mP �r�'�y th is could not have been resolved by a 1 ittl e ef L o.rt bv Jo�?r staff In addition to this item, we have experience� other frus�rat�n� situations in working with Spokane County on th}s projert. Ta date, we have designed a road that we questior�ed repeatedly as being unnecessary and after we completed the design, it w3j de�ermined by you to be unnecessary. We have waited at separate times through the vacations of three employees because they w�re the the only person (so we were told) that could res�ond �o �•aestions on the road and sewer L.I.D. And now we have to submit. long hand calc�.�lations to substantiate our plans when a c�u�c'� �ranhic check (planimeter) could have verified the plan informat �or.. T�is request is further frustrating as your procedure for calculating the drainage basin sizing is "conservative" in vour ouTn ��o ds �l hi �Z J %.v' f:, t 2 �9�9 s r �i f i i 1v !ii�t,.? ._�.s-r.. r�r• r J-U-B ENGlNEERS �NC. 2005 Iro�wood Parkway Coeur d'Atene, Idaho 83814 I know several engineers at Spokane County and, frankly, I am quite surprised at the lack of organization I have experienced on this proj ect I trust appropriate steps will be made so that other engineers and developers do not receive similar treatment in the future. Sincerely, J-U-B ENGINEERS, Inc. a.�� •r,�, 'E Dale R. Baune, P.E. 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L p 1°�l�d �r �'�`�F: Cl��.0 e �;AT I t�f��l�. �t�f�;P'itJl_.�l �-�4�'I��"�;t�L.OL;`� D!� 1" C> 5' /.a 1 i c3 L} E�-i C:s` i�! E. F� CI 1... �.I f-� �a ��'i.l �t I i1.� C �'�;t"J�7 ��T {V�4i'iE '��i?I�liH i' l� I� F� F=' S(� 4� i-- t r�� Pd L! 1�� 1 f� E: t� E�,� G�=i ��3 U�� 1l=i t� 1 f. i i�4 C)1•= F�' C' G..' C' I�' E�! "l" aiJ�to-i(°�� :e :t a:�'�� F�[aF�E=�a 5i.1£��rf�iL:�=`� l�;ll!`�.1C�f== F= t� C.�� °F= :j G l�I'�.I�" �T C.� °fi �•1 L. f i C�: r i r� C C� f�� Q T !=t t..i �S C1 F= f:, fl M= C': T L. �9 q t::� i 0'��F�i9_F1l�ID F=L.L�6�� JF1Li.�ES y E lr l� te t..> �_3 c�a ..7 a �„..4. f"1 �6�^I 1 f I if I' G.1 lA� C� i C;r3i�'i�'L!"�L�1�} �I�L4..1L.�i �3 1�; a tet t1 c_, w� {.f L�� t�) t E_? LETTER OF TRANSMI7TAL J-U-B ENGINEERS. INC. 2005 Ironwood Parkway, Sulte 201 DATE 12/28/89 PROJECT No. #16266 Coeur d'Alene, Idaho 83814 Phone (208) 667-1574 PROJECT NAME Sunshine Gardens ATTENTION: T� p,,.... ;��$'L3Lr.J: Mr Gary Nelson RE. L; �H, Spoxane �ounty rngineering llept. Snokan.e Countv n '�Q�� v�� North 811 JeffErson a 9 Spokane, ��A 99260 k ii�;�z: �:r',:�,�;�• GENTLEMEN: WE ARE SENDING YOU L,A1 ATTACHED UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: SHOP DRAWINGS PRINTS PLANS SAMPLES SPECIFICATIONS COPY OF LETTER CATAIOG SHEETS CHANGE ORDER COPIES I DATE OR NO. I DESCRIPTION 4 Revised calculations �or Sunshine Gardens \FUrsinQ Home "208" sivale desien 4 Revi.sed site grading/drainage p1.an for Sunshine Gardens Z�ursing Home THESE ARE TRANSMITTED AS CHECKED BELOW: FORAPPROVAL ASREOUESTED RETURNEDFORCORRECTIONS FOR YOUR USE FOR REVIEW AND COMMENT FOR BIDS DUF 19 PRINTS RETURNED AFTER LOAN TO US REMARKS T��se are provided pEr your r.c;��est, drywell in drainaae area was changed from a'�pe "A" to a'T�Tpe t� m��et ._runo�f requ�rements 9 IF ENCLOSURES ARE NOT AS NOTE�. KINDLY NOTIFY US AT ONCE. fi N�IichaeJ. R. Liimakka, EIT COPY FOR SIGNEO: RECEIVEO BY: DATE PLEASE SIGN, DATE AND RETURN WHITE COPY 1 J- U-B ENG I NEERS, I NC. 2005 Ironwood Parkway, Suite 201 Coeur d'Alene, Idaho 83814 Telephone: (208) 667-1574 November 3, 1989 Mr. Gary Nelson Spokane County �ngineering De�t. Spokane County North 811 Jefferson Spokane, WA 99250 Dear AZr Velson Sunshine Gardens Encl.osed for your review is an Adden�um to the Septen�ber l, 1989 208 Drainage Swale Rep�rt. This Add.endum revises Jrainage Basin No. 1 to accommodate s�ightly larger drainage area bei�g dr.ained to this basin because of a shift in the south ha�� of bz�ilding. A revi�Ed site grading ancl �rain��e plan �nd a uti�ity plan i� alsc ��sbmitted for' you?' record as a part of this r�vwsior Gopies of the Utility Plan are being sunr�i��:�d ro the S�o},ar.� �tia�er Distric.t No. 3 fo� their records also. S i��cereZy, J-U-B ENGT?�IE�RS I��c� 6/ �C/� �.r�. Dale R. 3aune, P.E�. Project En�ineer ur.Bj sac cc: �hancey Middleton Kirkwood Architects Spckane Water District Na. 3 C \WP'��DRB\SUNSHINE LTR 5 �.,:__�..�_z_� �T>,�:.; G� d v\ ��1 Q r I"• V J !j �T t A�' j' 4� (l 4 'l r��l;�• S'�..�� 1 f tJ�Vi��7t� '�r 6� 1«' 3 j S dY� ..,r a,n..`.[i�.s'� v t t rt i c A s r G F t Y I STORM WATER RUNOFF VQLUME CALCULATIONS AND "208" SWALE DESIGN PREPARED FOR: SUNSHINE GARDENS NURSING HOME Addendum to September 1, 1989 Report Revised Draina�e Basin #1 �N n. L y_ s i:� p?� q i a• ��A G:�. �.4�r, o �'q 4� i� '1° 1tti 1 a Cr�� j tl i Q� i. 'l� '�'1 o r� y o `...r w a f��°a o i 4 �,o!'�,�� E 1 o c o Q �r� s �,5."� 4."''� 'p �f! t��, �s��Y�� 'S:�iv'� l� q G 2;. i h i Fy�� l� �J y� L 6• A.� "'^_.a..a-�/'ti''�� PREPARED BY: J-U-B ENGINEERS, Inc. 2005 Ironwood Parkway, Suite 201 Coeur d'Alene, Idaho 83814 The following calculations are an addendum to the storm water runoff volume calculations and "208" swale design which was prepared for Sunshine Gardens Nursing Home and dated September 1, 1989. The calculations for Drainage Area 1 and Drainage Area 2 have been changed based on the foundation movement to the South of 21.00 feet (See site plan). Drainage Area 1 was increased in total by 4,169 square feet. The paved area in Drainage Area 1 increased 4,525 square feet and the grass area in Drainage Area 1 was decreased by 356 square feet. Based on these differences, the required "208" ponding volume was increased to 1,530 cubic feet. A 1,568 cubic foot ponding volume (See Figure 4) �vas designed such that storage requirements would be great enough to allow use of a Type "A" drywell. Drainage Area 2 was decreased in total by 4,169 square feet. The paved area was decreased by 4,525 square feet and the grass area in Drainage A.rea 2 was increased by 356 square feet. These changes result in a required 208 ponding volume of 1,291 cubic feet. The design "208" ponding volume, however, was maintained at 1,490 cubic feet (See Figure 3). A Type "A" drywell is adequate for this basin. ��6 d`� C�pv� (,v L�. �'l�� Volume calculations are shown for the basin in Drainage Area 1. Drainage Area 2 and 3 swales were left unchanged from the September lst submittal. A revised site plan is attached. BOWSTWNG METHOD DETENTION BASIN DESIGN FOR DRAINAGE AREA I 1'IME I�ICREM�iVT (MII� 5 CONSTANT FOR THIS SPR�ADSI-I�EI' '11ME OF CONCEI�'TRATION (MII� 3S1_ IFTc IS LESS THAi�i t 7'HENCHANG� V IN' OUTFLOW (C.F.S.) 0.3 DEPENDAM' ON DRYWELL DESIGN D�SIGN YEAR FLOW (YR.) 10 CONSTANI' FOR THIS SPRF..ADSHEET AREA (ACRCS) 2.42 D�VELOpED "C" FACTOR 0.457 CAI.CULATED USING WEIGH'1'ED "C" VALUES AI2EA x"C" 1.10594 AUTO CALCULATION IMPERVIOUS AREA (SQ. FT.) 36705 ROOF'S AND PAVEME�I' �o�� r/ TIME INC TIME IAIC II�TI'ENSTI'Y Q D�VEL V IN V OUT STORAGE vl (1vtI1� (SEC) (IN/HR) (GF.S.) (CU. Fr.) (CU. F"I'.) (CU. I'T.) 5 �300J 3.18 3.52 1059.26 90.00 969.2b ls 1 H J S s 10 600 2.2A 2.48 1489.34 180.00 1349.34 yU 15 900 1.77 1.9b 1764.10 270.00 1494.10 1 q y '1 �f 20 1200 1.45 1.60 1926.25 360.00 �1566.25 Z o 3 y ZG� 25 1500 1.21 1.34 2008.88 450.00 y1558.88 Z f OS Z�'17" 30 1800 1.04 1.15 2071.69 540.00 1531.69 Z is L 35 2100 0.91 1.01 2114.65 630.00 1484.65 Z 1 Q 3 40 2400 0.82 0.91 2177.57 720.00 1457.57 45 2700 0.74 0.82 2210.64 810.00 1400.64 SO 3000 0.68 0.75 2257.02 900.00 1357.02 55 3300 0.64 0.71 2336.59 990.00 1346.59 60 3600 0.61 0.67 ?A29.45 1080.00 1349.45 65 3900 0.6 0.66 2588.69 1170.00 1418.69 70 4200 0.58 0.64 2644.84 1260.00 1434.84 75 4500 0.56 0.62 2787.71 1350.00 1437.71 80 4800 0.53 0.59 2814.21 1440.00 1374.21 85 5100 0.52 O.S8 2933.64 1530.00 1403.64 40 5400 0.5 OSS 2986.70 1620.00 13b6.70 95 5700 0.49 OS4 3089.54 1710.00 1379.54 100 6000 0.48 0.53 3185.74 1800.OU 1385.74 •VIN=1.34*QDFV•tFORt<=Tc� V IN Q DEV t .34 Q DEV '/,�TC �OR i Tc l J r C:.%� G�� I2�QUII�ll "208" 1'ONDING VOLUME 1529.38 CLJ�3IC FEL•'� DFSIGN "208" PONllING VOLUME 1568.00 CUB1C FEI�I' MAX. 1566.25 (SEE FIGURE 4) li�.� o 1\ /i. �j ti r i i G 1 1 j /f G h i' r I DRAINAGE AREA Il CALCULATIONS A. AREA BREAKDOWN 1'O'I'AI� AREA 50231 SQ. FT. 1.15 ACRES PAV�L7/ROO�' ARCA 31003 SQ. FI'. 0.71 ACRES GRASS AREA 19228 SQ. FI'. .44 ACRFS B. WLIGI-ITED SLOP� AND FRICI'ION FACTOR �.�NGTH SLOI'E "n" �VEIGHTEll SLOPE �VEIGHTED "n" 60 0.015 0.018 0.9 1.08 240 0.015 0.035 3.6 3.6 300 4.5 4.68 TOTAL DRAINAGE LE\'GTH 300 WCIG�-ITED "n" 0.015 W�IGHTED SLOPE 0.016 C. T'IVIC TO CO\iCENi'RATI Ct 0.15 OVE12.11AND FLO� "I'c 3.68 MIh�UTL-S D. `VEIGI•IT�D RUNOFT COE PA��EME��"C' ROOFS C= 0.9 F..ARTH SURFACL•S: C 0.22 T�EVELOP�D "C" FACTOR 0.64 DRAINAGE AREA I CALCULATIONS A. AItEA B1t.EAK.11OWN TOTAL Ai2FA 105539 SQ. FI'. 2.42 ACRFS PAVED/ROOFAREA 36705 SQ. F"I'. 0..84 ACl2FS GItASS AIt�A 68834 SQ. FT. 1.58 ACRFS B. WEIGHTED SLOI'E AND FRICTION FAC!'OR LE��GTM SLOI'E "n" �VEIGI-ITEI� SLOPE WEIGHTED "n" 36 0.5 0.018 18 0.648 I� 155 0.01 0.035 1 SS 5.425 J, S 80 0.015 0.018 1.2 1.44 6 80 0.04 0.035 3.2 2.8 3 351 23.95 10.313 TOTAL DRAII�rAGE IaENG'1'H 351 W k,I G H'1'LD "n" 0.029 WEIGH`l'k.D SLOPE 0.068 C. T1ME TO CONCENTI2AT[ON, Tc Ct 0.15 OV�RLAND FLOW Tc 3.51 MINUTFS I ll. �VEIGHTED RUNOFF CO�F7�IC1rNI' 1'AVEMEI�'T ROOFS C 0.9 EARTH SURFACFS: C 0.22 llEVELOPED "C" FACTOR 0.457 4 SO�'If�TR�1VG 1�'r�THUD D�T'�I�TIQIV ��Tl� DESIGIV F�R DIt�1�IAG� A�tEA II TL1+fE IN�REl1�IEN'I" 11��I 5 �0\�STA�T' FOR'F�3]S �PREADSI-iE�T TIql�f� OF CONCEIVTI�IT�OI� (�iI� 3.�4 I�' Tc I� L� "1"f�AN i�`H1-�N��ANG� V IIV �U"X'k�X..�� (C.�'.�.� (}.3 QEPEWDA�I'I' �A1 I}Rl` DESIGi� �]=SIG�I YEAR FT.�V� [�R.} CD�STA�'F FOIt TH�S SPREADSHEET 1�ItF� {�ICR�S) I.1� T.�1sVl�L�PF� �'�CI'�g� �.64 GALCUI.A�TED C��ING WEIGHTED "C" V�LLLIES .4RE:A x "C" 0.73G AU'i'� CeAI.CLAI�'I'IC1N Il�1PERVICI�� ARF.A, �SQ Fr.} s�aa� r�oor� ��ra ��r�rrr 1� 'I`t�E I1zIC 'I�Ii�IE INC INT,EI�I�ITY Q D�VEL, iV IN V OUT �°I'�R��F ��r�� s�c� �r�yi-r�� {c.r.s.} ��cu. �r� ��u. �r.� ��v. �r.� 30� 3.1$ 2.34 94�.�7 40.40 $50,87 10 6�D 2.24 1.65 991.0(} 1$D.00 �811,00 15 �04 �.'77 1.3U 1173.88',� 27Q�.a� ��3.$S 20 120� �.45 1.�7 1�81.8� 36U.�� 1�82� 2S 50� 1.�,1 �.89 133�.$� i I 45�.DQ 88�.82� �0 1800 1.(}4 0.77 �37$.5d 5��.�� $38.64 35 O.�X �}.67 I467.23 i 6�.�� 777.2� 4q �4�0 0.82 O.G� �449.1� '72�.�� 729.,1,1 4� 2700 0.74 �.5� 14�1.13 BX�.�� b51.13 �0 3U00 U.6� �.5� I501.99 90D.00 b01.99 �S 3300 O.b4 0.4'l fi I554.95 �9D.�Q 3�4,9� �a 3b0o 0.6i �.45 �6�6."�5 4 lo�.�0 33�,75 b5 39Q0 O.G i}.44 I'7��.�3 ��t 117�.�D 352.?3 70 4200 O�S [}.43 1 �"793.3'� 1' X260.00 333.37 7S 4�Q� �.56 �.41 I�SS�.I7 135�.�D 5�5,17 8� 4$00 U.�� .39 ��72.$� �'titi 144�,4� 4�2.81 $S �100 �.�2 4.38 �952.29 153�.�D 422,29 �U �4U� 0.5 4.3? i�i I9�?.6� l� 162�.�a �7.61 95 �700 Q.�9 j� �QS�.�S 171�.�� 346.�� 1ao �o�o o.a� o.�s �.i,�o.o� l��n.�n ��.a� F *�ItrT° 1,.34*QBEV'tF'�{3Rt �=;Tt I�1 DE� t .34 I�EV ��R t Tc ILE�LTIEZ�D "20$" P�NDING ��LU11rI�: �291.79 CU�3�� F��1' D�IG� "208" �'D��I1+�� V'�LCJ1Vi� �490.(l0 CLTBI� FFH�C'�� MhX. 921.8� (S�� GU��k. 3) t r j, r- f��-., rf L y� 1'^ f r r 't V t r �S c�.�-- �L .%r� f 9� i! 1.�/ r 'f �J� f' r�� J I i1� Ir' i�t_.i_ v y•_ V .-T ��rf��;�� i r l� t r- zo3a j' 4 .2 4•a, ".—Q�• i �J 2 9 ,g f Z r s s•$' 7 N �j 90 1 V R'�, 1 c� N im El 20� R g Ca 2� l p i I c. g,� 5 c •f j°� `�i 1 �g i Q� 1 j �P 1 2 Q x8 C l tn 1 e6 detar �j----.—� p� ts l�—" 1 t 5 t� ZQ O I$'�/, jm R 5 c 5 ci�fl ZQ 9 Capb� r l 2' TYp v 8 ,37, g 2 f 'l 2 c�J o �G zo¢ 2 4, c� i L T ge o N ai�►-a 1 o �pr I_ i N 6' A.�' a� ,n t �.g ,8 1 r'''"' -7 9 ACA SUNE �P�O�� x w j O I 1 �i ti 1� �r 1�1 t W o 1� ��1 1 z /�irm v. .3�, 9 f 4 ��s-�.__ r t� .a G' 2 I 1 �r lx�a I f I I I f s� ,��,3� e f r t-- ti I ��—i-�,��_ _��o`��oo"�r ��.�o i�.,��- ��LLIt�E �lL�'i�L�TI�N�: i 5�x �a.� �4 x 3�.� I �a '1�� r �I, 1 ��7��3 c�' ��8�,�' A r r� �ctolae� 1G �9�9 ACAD; 5U�lFI��.Dwg ��at�i�ser# 1=2�} T� C t C� In! °f I`•-i C� i.; L. 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Hormann, P.E. �z j�• M1 i r{ �i:i:� ,ti r� ��1.�.�ti k.u�..y�:•� COUNTY ENGINEER ��:Ti:n �,;r; ��a��:�.o-�: ,��a�a��-(;TO�� 99260 S�'CrANE COUNTY COURt r.Ot,SE Dat e �3 J �'1 p S a �0 5 a c� �o�{ e. r c e rl 1 R E: S U n 5�„ n� A pQ n--S Gent 1 emen A review of the road drai nage, and parki ng pl ans for the above-refer- enced pl at short pl at bi ndi ng si te pl an and/or bui 1 di ng permit has been accomp 1 i sh ed Areas of concern to us are i nd i cated i n red on th e attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When th� plans are resubmitted, mark all changes on the revised print in color. If you have any questions about this review, please contact us at 456-3600. Thank, you. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer 0 'J ary S. Nelson, P.E. 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F� ��!vi`" _a� ..�-rect; t�a 5-�.�+ �Q �U i w �ci /�t c 1 t I SL 1 F _r_-- i i i E f f 1 s i i M `T3:�o.� x41 :�I �3q; �sn3.� 3 i Z__...._._I Z- Z•:.. j -n- s �I8//o�/O C j I i I i i i i i i i i r i i i -__s___._; 5 5 �:3�'�5`9.. S Z7. 3 �fi �"'90 S� q �r E T Ci Z I �e, i 4 r i '�.�2 �o, i� s i ..y--- i j 1 __o-_ e J i i 1 i i 3 I 1 1 4 i y f i I __�---i• 1 s i YO u ��,�e r L� /l /a f �C�z �n I O 6 i j E j s i—_-�-_ i _._...��.v..__ �_��57� �0�� G�"' i F _.v.�. o. I •t-�- e i I 1 E 1!. G�?�'» r��, ��'a �l-l.� ��U��"GY /•JK�t•{' ��`_S�?Z� i °---f-- .....�!_.-_--.-t._� 3 i 6 I .f k I I i i t r i i t ...-..r., y_ ;�-._r---- -_y_..� t E q r� t i f 3 i e i .t. .�.i..,��--ei--._.`._ _e I -..�......,�_�.�._-.-_-t'_. i a f i I 1 s.� i i i I 3 1 1 i i t 6 ..-_a..-..r.__'_' a-., f i i t _r_��----^----°«� f ��_,.a ----�'----._.�.�{r.... r' f r I 1 t r _t r_,�.-.:_._.... t o i _"3° 1 t ...Y.�� i I _..�..�_--e_._.. i i --t i i f i r- 7 j o.- .j.......�.-. i s I t 3 1 i e- r,.,- s. I i i J U-B 46p 10•78 .�S:�t}ioia.v... ..w�«..... L i i ��.��'1'1�� I VYv Fi ure 2 26 2� i r Flower Bed s S 90'00'f�0" E�� 360.00 '�j `n 9 6.5' 1� se.a z�.�� 7 20.�� 5 31 Type "B" Orywe// f �o o Z' 5 2�. Rim E/e v. 37. 5 r� 9.5' q s 7 se.3' i �n 0 1h 1:.8� c.f. 3� o ry 0 2a r 0 52.5 Zss JL o o� �J �t W ,.�`b ZO' 0 1 �o o o 47 8' 2 6 4' 0 38.6 j z O 7 U L 2039 ACAD: SUNFIG2.Dwg (plot/insert 1=20) M ,ne .Mn.u�9er;A::.acs7. �ti...c�. ,.•a:«s..,.-�..........,.. 1 2039 l�/ U/"�E' 3 20 38 9 3 2' N 2 2 9 9' 44 2' s.8� 4.8� N JL s so 00 0o E oo.00 r- 2038. �9. 20.37. 9 5 7 w Rim E V �n 915 c Capacity 2037. 19 (1490 c.f. Total) 0 15's� 'v i 2'1' 20- 1'� t S e N '�`�Q 20 X8 CMP L N I O� �see detai/� .38. 5 t —+f i i� 2 Typ. c r r '1 �1 T I 1 frim t ie v. o r �j _capdci�i 2437 i- —1 Zg.S•� Zt�.37.9 4�' 2038. 4 -s Z9•Z O 2�4� 2�'¢ �j o o�• X,�• p N N t 0 37 57" w Drainage o ��9.s� a II o Are �s�. i O O O ACAD: SUNFIG3.Dwg z (plot/insert 1=20) i 1 1 ir �O -a r�., y -J i 1 N ure w 1 j w ti `,S 1 i p i 1 j `v� .o T 8. o r yp E 3 9 f t"1' �n�� I 1 j� I f. 4 �o C• i g,e t� T�r 0 y 1 Ty p. S a •a. f� r ��1 I 20' I .,.�'2038.4 �r. 1 N J t 1 2p,38. 58 .1 p J 2039 j9o o o�oo c �n ,a. 65 „�-l- 15 F G A A suN 2c jinsert SPOPCA�VE COUNTY OFFICE 0� COU�ITY EiVGINEERS CALCULATION SWEET Qsscr'sp*io,^,: Project No.: Calc. by: Dote: Title: Checked by Date Sheet of Notes i �_..._.___�____a._� a-- :��f-� �c�_ i I ��`f �.a. _i�_� _--•...e_ /1 F _1 s .�/!L _v... --4- `�;�1 r� i�. ..ia �_a �o -.-r _�s��'. _1`� -.J..... r G �'i? l 1 ..�./�_._�c�� 0 `r C� a_..� v.�,.._..��_—�--.�..�._ f'°' �'��.�0`!�_ C 7 —'��o�/`+ �Lll�� I r,� ci c -r- c� ��-r� �oL�S. 7 C.•�j C,1`• J r ,r' _....e__. (��i 1:�7'f ;-J n ��''_r_f�-_- V_c i^ o c. 1 1 o _�l o 2 1 c e �1 t--- ��f;�.�J--�- �1� x_ _4.� 4. l o r l c c- y n �_�_7�� V .-r _a.., I n r o .J'� r c ��I�l �y1� j G. j (r_- �e_��_�._ v, Q^ o //I C, 2 �,11 f� e, t=_ SPOKANE COUIVTY OFFICE OF COUWTY ENGINEERS CALCULATION S�iEET i Dascription: P�cjsci "Ja.: Calc. by: Date: Title: Checked by Date Sheet of Notes 'Y��/��.:T C?�'_� �j, i-- t C.y .��....�r. ��.de. T��: `.�.r�.. �.s 1 J y ��'�T i 1 i q '�.�_�.-Y._,_. ,y.__, .r y� .s ..�.e .....w y �__.e l 1.. �.o.�_--�.____h.._ 4_i G G z. _...�:�1_� i -=�L i i� ��2in;rr ;fl'� Q c �.�.J i-__-__ .�r� �!l t.. _T G �__�''r _A m n'/!� j __.__-.-.----e- J-U-� ENGI NEERS, I �vC. 2005 Ironwood Parkway, Suite 201 Coeur d'Alene, Idaho 83814 Telephone: (208) 667-1574 September 14, 1989 Mr. Gary Nelson Spokane County r_.��_�F'- <f Office of County Engineer �'��'.',.,a44� �9 Public Works Building North sli Jefferson st. p 1�� Spokane, Washington 99260 t Dear Mr Nel son t�� e�: }rr�� Sunshine Gardens Nursing Home Stormwater Runoff Volume Calculations and 208 Swale Design The requested changes have been made including calculations for ponding sizes and pond dimensioning. These changes h�ve been highlighted throughout the report. If you have any questions, contact me at (208) 667-1574. Thank you. Sincerely, J-U-B ENGINEERS, Inc. %�c��/ i� a�� Michael R. Liimakka, E.I.T. MRL/ s a c C:\WP\MRL\NELSON.LTR SPOKANE COUNTY OFFICE OF COUNTY ENGINEERS CALCULATION SNEET Description: Project No.: Calc. by: Date: Title: Checked by Date Sheet of Notes ti ��r �f�� /-a� I f i Ii l 1 1 ,u o ��ti 4 �r I 1 ��1�,� k t i i a a..� c� D ��,9J� ��II�� -�t-1 f- 4• X C', p�p�'�,�� lo�c.� ��/�j�"'� r� �s�� o �2 1 �7�0 1 t a t� Q �'1-� 3c� �70��7 -M-- t n� X e l ��C �Y��-� 4 2. �'7 �'l p�-, o C 0 e,� SPOKANE COUNTY OFFICE OF COUNTY ENGiNEERS CALCULATION SHEET Description: Project No.: Calc. by: Dote: Title: Checked by Date Sheet of Notes ��f��,�',_� l t�: a s ,'i i r I 1 Lf' e y4 ",_6cr Y y Y f' i �+�l k �-=v"-=�t-= i g I i i e G I l I f t T 1 r A N..e� I I I �.J�� .�11 �l 4-f 1� 1 �'J F 1 �l ti p �p I ;-��1��,� a� C�7 s �l l� c� c� �y/�'..�� F E R Td� 5 E .�,�S�.Gl`� �N� ,�Z�g�� S�AL A�� }�REp �p�,iT�� S NU g 11 E ��-��,�I� 5�� r 1, Se��E�` P F �sa c� ia e' C.:+m 1 Cir�uw� f( a S'•''' o `d �GY' a. r 3 r �u 4 y "S 1` i,_, i� 0 ft t �O I F� G i�:.t� f.� Q R'c J{�/ v L.i:l p K?��I�O 1 6 y,n S� e 1 0 h "O tj b J 'Cpy 6 o j .:J �4*.� E"�'' �r ��,`�'=`G��y°°` {i �_L'E> �cru �d'� B pR�p A 5, �n'� E�G a3' 1`� B d Z QS I ro n��oo 0 8 A ne Idah Co�Ur J-U-B ENGI NEERS �NC. 2005 Ironwood Parkway Coeur d'Alene, Idaho 83814 PURPOSE The purpose of this report is to submit, for approval, the calculations, assumptions, and final design of the "208" drainage swales and drywells for the proposed expansion of the Sunshine Gardens Nursing Home, located at East 10410 Ninth Avenue, Spokane, Washington. Calculations have been made in accordance with the Spokane County "Guidelines for Storm Water Management". EXISTING FACILITIES Currently, the site consists of three buildings and roadways totaling approximately 9,300 square feet of impervious surfaces. The remaining area is mostly grasses with some wooded area of appro�cimately 250 square feet. At present, all runoff flows to low points on and off the site. METI-�4DOLOGY The proposed site was broken down into three main drainage areas (See Figure I). These areas were broken down into grass or wooded and roof or paved areas. The Rational Method was used for storm water runoff, since the site was under 10 acres. T'he time of concentration was calculated by use of the following formula: T� C j JS'f2 where L is the length of the principal channel in feet, "n" is the weighted friction factor of the surfaces, S is the average slope of the principal channel, C is the basin property coefficient. A C value of .15 for overland flow was used ir. this study. Runoff coefficients, C, were calculated by weighing the surface coefficients of each area with the area that the surface comprised. The two runoff coefficients used were 0.9 for pavement and roofs, and 0.22 for earth surfaces. For example: Drainage Area I had 32,180 square feet of paved and roofed surfaces (C 0.9) and 69,190 square feet of earth (C-0.22). By multiplying each area by the coefficient of that area, adding them together and then dividing by the total area of 101,370 square feet, a C value of 0.436 is obtained. "208" ponding requirements were obtained for each drainage area by the formula: Vgpm 1/2 inch x 1/12 ft./inch x A imp where A imp. is the area of the impervious surfaces. This calculates the volume of runoff from the first 1/2 inch of rainfall on impervious surfaces which theoretically contains ninety percent of the contaminants carried by runoff. The "Bowstring" method for detention basin design was used with the above information to determine whether a Type A or B drywell was required. Type A or B drywells were assumed to infiltrate 0.3 cfs and 1.0 cfs, respectively. The spreadsheets in .l -U ENG/ NEERS 1 NC 2005 Ironwood Parkway Coeur d'Alene, Idaho 83814 the calculations section of this report show the type of drywell (outflow) used to limit required storage to less than required "208" ponding volume. By looking down the column labeled Storage the bracketed (maximum) required storage volume can be seen. This volume is computed using a different drywell type {outflow) until it is less fhan the required "208" ponding volume. CALCULATIONS In the following pages, the calculations described above are shown for the various drainage areas. The design "208" swale ponding volumes are also shown. These volumes were calculated by taking the average of basin and full surface areas of the swale multiplied �y its �epth, 0.5'. Location, area, and elevation are shown in Figure I. J-U-B ENGI NEERS, I NC 2005 Ironwood Parkway �08�► d 'Alene, �daho �,4 DRAINAGE AREA I CALCULATIONS A. AREA BREtLKDOWN TOTAL AREA 101370 SQ. F1'. 2.327 ACRES PAVED/ROOF ARF�1 32180 SQ. FT. 0.739 ACRFS GRASS AREA 69190 SQ. FT. 1588 ACRES B. NEIGHTED SLOPE t1ND FRICTION FACTOR LENGTH SLOPE "n" WEIGHI'ED SLOPE `VEIGHTED "n" 36 OS 0.018 18 0.648 155 0.01 0.035 1 SS 5.425 80 0.015 0.018 1.2 1.44 80 0.04 0.035 3.2 2.8 351 23.95 10.313 TOTAL DRAINAGE LENGTH 351 WEIGHTED "n" 0.029 WEIGHTID SLOPE O.Ob8 C. T'IME TO CONCE�}'I'RATION, Tc Ct 0.15 OVERIA��1D FLOW Tc 3SS 1VIINUTFS D. WEIGI-ITED RUNOFF' COEFFTCTENT PAVEMEVT ROOFS C 0.9 EARTH SURF'ACFS: C 0.22 DEVELOPED "C" FACTOR 0.436 J-U-B ENGI NEERS I NC 2005 Ironwood Parkway coe�� d 'Alene, Idaho 838ta BOWSTRING METHOD DETENTION BASIN DESIGN FOR DRAINAGE AREA I TIVfE I�ICREM�NT i 5 CONSTANT FOR THIS SPREADSHEET TIMfi OF CO�ICE��I'I'RATION (MIN) 3.5� IF Tc IS LESS THA�1 t THE�iCHANGE V N• OUTFLOW (C.F.S.) 1 DEPE�TDANT ON DRY�VELL DESIG�1 DFSIGN YEAR FLOW (YR.) 10 CO\sSTA�IT FOR THIS SPREADSHEET ARF�1(ACRES) 2.33 DEVELOPED "C" FACTOR 0.436 CALCULATED USI\TG WEIGHTED "C" VALUES AREA x"C" 1.01588 AUTO CALCULATION LI�IPERVi0U5 AREA (SQ. FT.) 32180 ROOFS ANf� PAVEME�iT TIVIE INC TIME INC Ii�TENSTTY Q DEVEL V IN V OUT STORAGE (MI� (SEC� (IN/HR) (C.F.S.) (CL1. FI'.) (CU. FT.) (CU. FT.) 5 300 3.18 3.23 973.05 300.00 673.05 10 6(}0 2.24 2.28 1368.09 600.00 768.09 15 900 1.77 1.80 1620.47 900.00 720.47 20 1200 1.45 1.47 1769.41 1200.00 569.41 25 1500 1.21 1.23 1345.31 1500.00 345.31 30 1800 1.04 1.06 1903.00 1800.00 103.00 35 2100 Q.91 0.92 1942.46 2100.00 -157.54 40 2400 0.82 0.83 2000.26 2400.00 -399.74 45 2700 0.74 0.75 2030.b4 2700.00 -669.36 50 3000 0.68 0.69 2073.23 3400.00 -92b.77 55 3300 0.64 0.65 2146.32 3300.00 -1153.68 b0 3600 0.61 0.62 2231.62 3600.00 -1368.38 65 3900 0.6 0.61 2377.89 3900.00 -1522.11 70 4200 OS8 OS9 2475.39 4200.00 -1724.61 75 4500 056 OS7 2560.70 4500.00 -1939.30 80 4800 OS3 OS4 2535.05 4800.00 -2214.95 85 5100 0.52 0.53 2694.75 5100.00 -2405.25 90 5400 0.5 OSl 2743.49 5400.00 -26�6.51 95 5700 0.49 OSO 2837.95 570U.00 -2362.05 1(}0 6000 0.48 0.49 2926.32 60(30.00 -3073.68 VIA1 1.34'QDEV'tFORt <=Tc VIN=QDEV't+.34'QDEV'TcFORt>Tc REQUIRF� "208' PONDING VOLUME 1340.83 CUBIC FEEl' DFSIGN "208" PONDING VOLUME 14b0.00 CUBIC FE�I' (SEE FIGURE 4) J-U-B ENGI NEERS I NC. 2005 Ironwood Pa�kway Coeur d'Alene, Idaho 83814 DRAINAGE AREA II CALCULATIONS A. AREA BRFAKDOWN TOTAL AR.EA 54400 SQ. FT. 1.249 ACRES PAVED/ROOF AREA 35528 SQ. FI'. 0.816 ACRES GRASS �tEA 188�2 SQ. FT. 0.433 ACRFS B. WEIGHTED SLOPE Ai�1D FRICTION FACTOR LE�IGTH SLOPE "n" WEIGHTED SLOPE WEIG�•�T'ED "n" 60 0.015 0.018 0.9 1.08 ?AO 0.015 0.035 3.6 3.6 300 45 4.68 TOTAL DRAINAGE LENGTH 300 WEIGHTED "n" 0.015 WEIGHTED SLOPE 0.016 C. TL1�IE TO CONCENI'Rt1TION, Tc Ci 0.15 OVERLAI�zD FLOW Tc 3.24 MI��IUTFS D. WEIGHTED RUNOFF COEFFICTF.��]T PAVEMENT ROOFS C 0.9 EARTH SURFACES: C 0.22 DEVELOPED "C" FACT'OR 0.664 J-U-B ENGlNEERS. 1 NC 2005 Ironwood Parkway Coeur d'Alene, Idaho 83814 BOWSTRING METHOD DETENTION BASIN DESIGN FOR DRAINAGE AREA II TIME INCREi�1ENT (VIII� 5 CONSTANT FOR THIS SPREAI)SHEET TIME OF CONCENTRATION (MII� 3:14 IF Tc IS LESS THA� t THENCHANGE V IN OUTFLOW (C.F.S.) 0.3 DEPENDANT ON DRYWELL DFSIG�i DFSIGN YEAR FLOW (YR.) 10 CO\�STANT FOR THIS SPRF�IDSHEEI' AREA (ACRES) 1.25 DEVELONED "C" FACTOR O.b64 CALCULATED USII`iG WEIGHTED "C" VALUFS ARFA x"C" 0.83 AUTO CALCULATION I1�IPERVIOUS ARFA (SQ. FT.) 35528 ROOFS AND PAVENIENT TIME I\�C TIME INC INTENSITY Q DEVEL V I�I V OUT Sl'ORAGE (YfIi� (SEC7 (I�1/HR) (C.F.S.) (CU. F'I'.) (CU. F"I'.) (CU. FT.) 5 300 3.18 2.64 lOb1.04 90.00 971.04 10 600 2.24 1.86 111757 180.00 937a7 15 9�0 1.77 1.47 1323.81 270.00 1053.81 20 1200 1.45 1.20 1445.53 360.00 108553 25 1500 1.21 1.00 1507.Sb 450.00 10�756 30 1800 1.04 0.86 1554.71 540.00 1014.71 35 2100 0.91 0.76 1586.96 630.a0 9�b.96 40 2400 0.82 0.68 1634.19 720.00 914.19 45 2700 0.74 0.61 1659.02 810.00 849.02 50 3000 0.68 0.56 1693.82 900.00 793.82 55 3300 0.64 OS3 1753.5� 990.00 76355 60 3600 0.61 0.51 182324 1080.00 743.24 65 3900 0.6 OSO 1942.75 1170.00 772.75 70 4200 OS8 0.48 2d22.41 1260.00 762.41 75 4500 OS6 0.46 2092.11 1350.00 742.11 80 4800 053 0.44 2112.00 1440.00 672.00 85 5100 OS2 0.43 2201.64 1530.00 671.64 90 540Q OS 0.42 2241.46 1620.00 621.46 95 5700 0.49 0.41 2318.64 1710.00 608.64 100 6000 0.48 0.40 2390.84 1800.00 590.84 'VIN= 1.34•QDEV'tFORt <=Tc VIN=QDEV•i+.34'QDEV'TcFORt>Tc RF�QUlltED "?A8" PONDING VOLUME 1480.33 CUBIC I'EEI' DFSIGN "ZO8" PONDI�IG VOLUME I490.00 C'JE.0 F��'!' (SEE FIGURE 3) J-U-B ENG/NEERS, lNC 2005 Ironwood Parkway �oe�� d 'Alene, Idaho 83814 DRAINAGE AREA III CALCULATIONS A. AREA BREAICDOWN TOTAL ARFA 104800 SQ. FT. 2.41 ACRES PAVED/1ZOOF AREA 28944 SQ. FT. 0.66 ACRES GRASS ARFA 75856 SQ. FT. 1.74 ACRES B. WEIGHTED SLOPE AIVD FRICI'ION FACTOR LEI�TGTH SLOPE "n" WEIGHTED SLOPE WEIGHTED "n" 40 0.02 0.018 0.8 0.72 350 0.023 0.04 8.0� 14 390 8.85 14.72 TOTAI. DRAINAGE LENGTH 340 wEIGHTED "n" 0.038 WEIGHTED SLOPE 0.023 C. TIVfE TO CONCENI'RATION, Tc cc o.is ovE�w r�.ow Tc 8.79 MIWTFS D. WEIGHTED RUNOFF COEF�TCIENT PAVEME�IT ROOFS C 0.9 EARTH SURFACFS: C 0.22 DEVELOPED "C" FACTOF 0.408 J-U-B ENG/ NEERS �NC. 2005 Ironwood Parkway Coeur d'Alene, Idaho 83814 BOWSTRING METHOD DETENTION BA,SIN DESIGN I FOR DRAIN�GE AREA III TIME INCREME�t'I' (1V1Ii� S CO\TSTA�IT FOR THIS SPREADSH�E`I" TIME OF CONCENTRATION (MII� 8.79 IF Tc IS LESS ��-[AN t THEI`iCHA�iGE V I\t s OUTFLOW (C.F.S.) 1 I�k,�'EA1DAlV'T Oti' DRYWEL.L DFSIGN DFSIGN YEAR FLOW (YR) 10 CONSTAI'�1T FOR THIS SPREADSI-IEEl' AREA (ACRES) 2.41 DEVELOPED "C" FAGTOR 0.4U8 CALCULATED USIr�G WEIGHTED "C" VALUES A,1tFA x"C" 0.48323 AUTO CALCilLATIOv IMPERVIOUS AI2EA (SQ. FT.) 28944 ROOFS AND PAVEiVIENI' TI�v1E INC TIME INC I�PTENSITY Q DEVEL V IN V OUT STORAGE (MI� (SEC� (IN/HR) (C.F.S.) (CU. F1'.) (CU. FI'.) (CU. FT.) 5 300 3.18 3.13 12�6.99 300.00 956.99 10 600 2.24 2.20 1328.11 600.00 728.11 15 400 1.'Yl 1.74 157157 900.00 b71.57 20 1200 1.45 1.43 1715.17 1200.00 �15.17 25 1500 1.21 1.19 1788.21 1500.00 28821 30 1800 1.(34 1.02 1843.76 1800.00 43.76 35 2100 0.91 0.39 1881.72 21(}0.00 -218.28 40 2A00 0.82 0.81 193750 2400.00 -4b2.50 45 2700 0.74 0.73 1966.77 2700.00 -733.23 50 3000 0.68 0.67 2007.89 3000.00 -992.11 55 3300 0.64 0.63 207857 3300.00 -1221.43 6U 3600 0.61 0.60 2161.08 3600.00 -1438.92 65 39U0 0.6 0.59 2302.64 3900.00 -1597.36 70 4200 OS8 Q.57 2396.97 4200.00 -1803.03 '75 4500 OS6 0.5� 2479.51 450Q.00 -2020.49 80 4800 OS3 0.�2 2�03.02 4800.00 -2296.98 85 5100 OS2 OS1 26(}9.19 S1Q0.00 -2490.81 90 5400 0.5 0.49 26�6.33 5400.00 -2743.67 95 5700 0.49 0.48 2747.74 5700.00 -2952.26 100 6000 0.48 0.47 2833.26 6000.00 -31bb.74 VIN 1.34 `QDEV'tFORt Tc VIN°QDEV't+.34'QDEV'TcFORt>Tc REQUIRID "208" PONDING VOLUME 1206.00 CUBIC FEE'I' DFSIGN "208" PONDING VOLU�1� 1�U.00 C'J13iC EEI' (SEE FIGURE 2) r i i U Z o N u v/ Q O 7 pQ U �L w�� Z v o m a� o� o Z h� c� a� 1(Mailboxes) Y �I (Mai ox) W O N CU O a L� Y m'� E zo lV o a 9th zp A�/ENUE ae 1 Z7 3 p o i Qo� �liiiiiii� l a o 0 ryo �lower Bed I Type "B", Rim Elev.37.5 l 0 12�0 c.f. �'p� i� 1 L.__ C�opaclty M1�ti J o �;>O 30 1 I y Q J f �s Je�Dr in e 14so c.t. I 3 CU 3 Capocity 1 e J Fa��B o 6 I w�st l .�a I x y 4 hafn nk ence x 1 J 1 I r 1 P drote 1 i 1 HP L_�! I 4 �Cho(n k� x l� 1 i f 13th A�/ENUE x p N 89'59'47" W 1204.87 1 0 0 o C r Z F� ur z6 1 3 0 .00 r E i s 9 F o wer Be� Qry well r T e 5 1 Y�, v. 37. 6.5 R� +t'' �n 7. 5 1 1 r 24 7 r 1 2p3�. h Q �n 1 0 1 9 .5 f �1,� t� 0 �•f �]C' 28 C f ``�.I� o �"`r. ZO 52- i J t O 1 n 1 O i/ o j 1 J N r �.---�`1 1 26 p -►t� 4.7 ti �p CO 2,pw p a SUNFIG pCA� o Q (p�otJ►nsert 1=20 Q� J I a M f 2039 1 2039 Fi ure 3 V 2p38 _93.2' /V 2' 29.9' 44.2' N 18.8' 4.8' '�j ,5� J[, S 90'00'00"E 100.00 I �20.38. 2037. 9 7� 1 x Rim E/� v. 7 915 c. Copacity 2037.9 (1490 c. f. Tota I) o P 1"- ZO' d- t 1- e�� 38 �n '��Q 20'XB i �see detoi/� �8. 5 r 2 Ty �J 575 c.f.� Rim E/ev. '�j� Capaci�i i• 2037. 9 �1�` 2�37.9 2038.4 LJ i 2040 204� o �o�• ,�o�• O r N t 0 57'� 5�' w Draina e /�9 8' g o Area II_�-� o g o o z r ACAD: SUNFIG3.Dwg (plot/insert 1=20 j I i r -S R' t o -J 0 4 N o �,g r� w `S o 1 V Q Ty p e B. 38, g I R��r EI e I N z i 1 I 1 �L 1 i n.a��' �,t apa y I 1yp 1 cn 1 I t Zo' I f I 2 038' 4 �1 1 N .9 1 1 5$ 1 20�� oo oo �n \65 I 15t Flc�.aw ACAD� �nse 1 _20� �p1at� I r. ..r I SPOKAI Sunshine Gardens SAFETY Ou�ned and Operaced by� Sunshlne Nursing Homes. Inc Chauncey Middleton I certify thet I hera examined thls permit Construckion Co�rdinator to compile said permit is true end correct. In additfon, I have read and understand the e to complywith same. All provisions of laws I end ordlnancea governing this type of wc Issuence of thls permlt and any subsequent Inspectlon approvals or Certiticates of C �visiona of any state or locel law regulating construction, or as e warranty ot contor E, 10410 9th Business: (509) 926-4073 SIGNATURE OF 5pokane, WA 992�6 Residence• (509) 927-0114 N OWNER OR AGENT 3�'i��'i i �i:..f..,.... ?..�!'?�,#Y::�:°C;�,_, ..:�:�':�`.:.'r'•, e. t i•�. l r;3 I::' r•'7 j.v r �G O: O� i.. z� 1... f: i� a� tw {t. ;ir'• r F. :t�. .I� 'a: .h i i r"• �n, ••i I• i'S t '��"1 A f�: il' '1�: 1� il i`. 'il 'f :�t 1 i �"t i �..J �E. �13 i '71 'i'L i �E :l�. 'J3 .�f..r�:.�{ .�j: _�r �t :�i. ;IF ��r; ��i• ;Fi• ��i, i, i, i f j .u. i::• ;i t E �3 l 7 1. i t l.:. J' 6' e v •'''j•:t A t.i •i r•, n E;.. n r^ r• r•. ••I �,i i•'. i::. 2 r., i•' c.i 'f J I.. i..� f l r .17. r..% i..� l.: 1..� {.1 l..� r'� r r�' i jj i r 1 i i t 5... I 9 t E"6 E'... P"i 't:T f. 3 E i �`•E E::. 1 �ii f':. .I �•`a3',`�,��t.`:�r. i:" '�1.•.. �'}.i.l} i i�l::.i' ::��t.�'.. i .li. i f•• .Il. y F f Y'' �..:f�� A.�� Fi.:fe.• •t�• 3 �fA,iY...�...l.. ��'!�Y f f.. i. i�; f•. f i(.. t t� 1.. f j�i i 1.:. 1 r r �,.1 fl i'y l i i w f f i c.. t i.. r .i 'Y .i ri '..i t.� s i i t i.: d r.t l:ti C` Y' .i 't i i.i i... f i 4: 't �'•.f i E 4 i... t 4 t i'° J p i I �:'1 0: j s 3�'. 7... l i.! j r... i f i�•9 1 1 f r, i t I..� v� i ri i f..� 7� i r.:' r•y i S 1 r� Ft ..p::�...••• �...a �..��iiei" �Y' r o v 1'i a.. t:� r 1 t t �.i i`�t �i" i:' j� f.;" �L t E t: C i..� 'i' �+.I i t t.. i'•' a. .I I E, :r K i'� E::: i.., ��7� :f:. ;�j. nt: :ij. .j�� j. .5(. .yj. :�j. �y�; :n: .f_� 5�. .Si� :n. :ti� }j. _�i. 1 c •1 i :l :.Y '14• y. T�. 'y. t. j• f:. :�i. j. j. :,y ?j. t... Lr o. 3`' I �I f�•! i f J. a. Il• )L 3. t. 1. I. at• 2. 1. j. t. 1; 3;'• s�� i� E:� 7 1�.. :'t i..� I h•} i• 1 i:•i 3 i I' t i' �'S t... o E": 7 l 7 E t"9 f l... i� 5... ��i .1. I.:. :t:� 1 t t. 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S 1 L..�'!f?`?.E.!'�.�.f i� .t� •r S ii f:i r ��5. t 3 i. t s r r L, �1 l.. ..v�� e�.. c�.,,��:�. 1 ADDENDUM TO SUNSHINE TERRACE DRAINAGE REPORT A&C Project No. 96-036.2 June 27, 1997 �gLIC ��C�� NGtiNE� C o �t K k P oF w a �Q�6B=�fl 4t �l o c�' ��c sTEg�'� 1�'�v SS, ��NAL F'� EXPIRES 3-27-98 Prepared by: Adoms c�c Clark, Inc 1720 West Fourth Ave. Spokane, WA 99204-1702 (509) 747-4600 Fax (509) 747-4600 SHEET: dev—A' (10) ...............nnArss::c•�::•:ci.�►FUC, F::.. PROJECT: SUNSHZNE TERRACE ASSISTED LIVING F'ACILITY NUMBER: 96-036 PILE O:\(6036ALC1.XLSJdev-A' (10) DESIGNER: PJK SAVED: 3-Jun-96 PRINTE D: OS-Jun-97 RATIONAL FORMULA RETURN PERZOD 10-YR 25-YR 50-YR 100-YR DESIGN EVENT X BASIN: "A"' CASE: Post-development flow to Pond R(SW Corner) "C" AREA AREAS A�C (ft�2) (Ac.) 1 Buildings(future&exist)) 0.90 25796 0.59 0.533 2 Street 0.90 0 0.00 0.000 3 Pavement(futurebexist) 0.90 28480 0.65 0.588 4 Landscaped Areas 0.25 0 0.00 0.000 5 Grass, flat 0.15 52279 1.20 0.180 6 Meadow/Pasture, flat 0.25 0 0.00 0.000 Total Area 106,555 2.45 Composite "C" 0.53 TIME OF CONCENTRATION (minutes) Note: Ignore flow path time over undeveloped land. Tc (overland) Tc (channel) Tc (channel) C: reach 3 C: reach 9 Ct 0.15 L 190 L(C) 160.00 A: reach 1 D.E.= 4.33 Z1 3 L 20 s= 0.023 Z2 3 D.E.= 0.4 Z1 0.1 B= 2 S 0.020 Z2 12 n= 0.030 N 0.016 B= 0 s= 0.041 Tc 0.24 n= 0.016 d= 0.16 d 0.20 Tc (C) 1.03 Tc (C) 1.10 Tc (sum) 2.38 min. Tc tcalc.)= 5.00 min. USE Intensity 3.18 inches/hour (�C*I}A 4.19 cfs (10-yr event) SHEET: dev-A' (10) SEE SHEET DEV-A(100) NOTE: Assume that ponds A1 and A2 are "208'• POND VOLUME interconnected and share biologi Basin Name: ^A" treatment of areas proportionate Imp. Area: 54276 sq.ft. to pond size. EXISTING POND EXPANSZON OE' SAME POND Gfven: Top Length 60.0 ft. 42.0 ft. Top Width 45.0 ft. 45.0 ft. Z 3.00 run/rise 3.00 run/rise d(tot) 1.00 ft. 1.00 ft. d(208) 0.50 ft. 0.50 ft. Bot. Length 74 ft. 36 ft. Bot. Width 39 ft. 39 ft. 208 Length 77 39 208 Width 42 42 Find: Area(tot)= 3600 sq.ft. 1890 sq.ft. Area(208)= 3234 sq.ft. 1638 sq.ft. Area(bot)= 2886 sq.ft. 1904 sq.ft. Vol.(tot)= 3236 cu.ft. 1641 cu.ft. Vol.(208)= 1529 cu.ft. EXISTING POND 760 cu.ft. EXPANSION Avg.depth= 0.47 ft. 0.46 ft. widthdiff= 1.50 ft. 1.50 ft. STANQARD "208" REQUIREMENTS Minimum swale retention volume required, at Imp. Area x 0.5", 2262 cu.ft. Volume provided (A1+A2) 2289 cu.ft. OK! SHEET: dev-A' (10) AOW��tINC�:; CAI:CULATZON�;:•FOR::'DESIC��:.STQRM�: EVENT:.. Total Area (calc.) 2.4462 acres Time of Conc. (calc.) 5.00 min. Composite ^C" (calc.) 0.53 Volume Provided (cu. ft.) "208": 2289 storm (tot): 4877 surface: 9877 u/g: 0 Outflow (cfs) infiltration thru sod: 0.041 cfs 1.00 cfs Drywells: Area C" Factor 1.30 Single Double N1 �f2 �3 ri9 �5 N6 M7 Time Time Intensity Q dev. V in V out Storage Inc. Znc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (�l*60) A{C*ff3) (Outf.*N2) ($5-lf6) 5.00 300.00 3.18 4.14 1664 12.18 1652 5 300 3.18 4.19 1669 12.18 1652 10 600 2.24 2.92 2046 24.36 2022 15 900 1.77 2.30 2308 55.75 2252 20 1200 1.45 1.89 2457 216.76 2240 25 1500 1.21 1.57 2523 294.69 2228 30 1800 1.09 1.35 2574 358.98 2216 35 2100 0.91 1.18 2608 404.16 2204 90 2400 0.82 1.07 2670 478.58 2191 45 2700 0.74 0.96 2698 519.18 2179 50 3000 0.68 0.88 2745 578.05 2167 55 3300 0.64 0.83 2839 678.63 2155 60 3600 0.61 0.79 2939 796.14 2193 65 3900 0.60 0.78 3125 999.40 2131 70 9200 0.58 0.75 3247 1128.86 2118 75 4500 0.56 0.73 3359 1247.71 2100 80 4800 0.53 0.69 3381 1287.19 2094 85 5100 0.52 0.68 3520 1438.55 2082 90 5400 0.50 0.65 3580 1510.54 2070 95 5700 0.49 0.64 3700 1642.42 2058 100 6000 0.48 0.62 3812 1766.50 2045 STORAGE REQUIREMENTS DESIGN STORM Maximum storage required by Bowstring 2252 cu.ft. provided: 4877 cu.ft. OK! Number and type of Drywells Required ::::::::.:::.:.:..::::•:::::::•:Q_:::::_S�n�I_:e:::. :=:�:-:1:-:-:':fSouble::�� EXISTING DRYWELL .c ti T �7F ��'Q' 102 W Broadway Ave :Spokane �WA �9'92�6�p-��.'�ip �N�� r�� TO: Spokane County Planning Department,'Lou�i�s Webst<er FROM: Division of Engineering Roads, Scott Engelhard.S� DATE April 11, 1996 SUBJECT: ZONE CHANGE CONDITIONS ZE-008-96 SUNSHINE HEALTH FACILITIES The following "Conditions of Approval" for the above referenced subdivision zone change are submitted to the Spokane County Hearing Examiner for inclusion in the "Planning Report" and "Findings and Order" of the public hearing scheduled October 19 19954 Prior to release of a building permit or use of property as propoaed: E40 Access permits for approaches to the County Road System shall be obtained from the County Engineer. E43 Applicant shall submit for acceptance by the Spokane County Engineer drainage and access plans E44 The applicant shall submit for acceptance by the Spokane County Engineer a detailed on-site surface water disposal plan for the entire project or portion thereof if the development is phased. E45 A parking plan and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard engineering practices. Paving or surfacing as approved by the County Engineer will be required for any portion of the project which is to be occupied or traveled by vehicles E51 All required improvements shall conform to the current State of Washington Standard Specifications for Road and Bridge construction and other applicable county standards and/or adopted resolutions pertaining to Road Standards and Stormwater Management in effect at the date of construction, unless otherwise approved by the County Engineer. E55 Roadway standards, typical roadway sections and drainage plan requirements are found in Spokane Board of County Commiasioners resolution 95-0498 as amended and are applicable to this proposal. E58 No construction work is to be performed within the existing or proposed right of way until a permit has been issued by the County Engineer. A11 work within the public road r:.ght of way.is subject to inspection and approval by the County Engineer. 5 3 �i�.f' t iv r�, N E. i S �ji �,ti H b ti -3 h i h. r �X �v .y 1 `:Ji 2 S' `--t ��d. .�9 3 I i 5 r 2 t 1 Y r-�,..-- 4 I T 6; 1�;, q G� h U -r i i 6 q y c A2 .3 b i 7 0 y so rNT� Q i �'o 3�0 i /•J•s •.j I p� 0 t r I o a tv t Z 17�65 1 t 1 i(/ Q 9 21-`91 C �k �i uR�� N e s ��R� v, y C�� L j 2 I (�o r i f %U l o ENT�RE MAP IS WlTH1N ��t �M y `3 �3 r COw9�A�. AR� i t o s EXCEPT 1N;TNIN /�RfAS C DfD 9 7 F l o e �tJ�� Y y O �g r �e r r.+ 7 :e r j J �U' 2Q 47 3 r ��•��q 6 18 I�' 17-65 p r57 49 �!o 2�� O-•. J o J,,r�'—� c c� I �.sc a �i.a.s-.3 9 f a rE O .�v �>U k ,j J �j j 6 ,.S So 1 r 1 v c' 4 �2 t l l 3 g i I d �Q 6 •-s 2 z Q 3 3 3 i o h -fi9 24 2, 25 45 a w C� 9 J t 8 9 1 /2�i.S�/Q;IS{ f� 7 S j 9 f�o r I A� isa J 0 T/V �f�y� a ,s .a c s 3 _i i G .5�4 3,2•l i �7 3 r �j i i l(d 1 1 Llz' 1 L. IQ '�1 .�1 i 2/`� 1 W l Jw SPOKANE, WASHINGTON'9yzv�— (509) 456-3675 1 certity that I have examined this permit/applicetio�, state that the information contai�ed in it and submittod by me or my agent to compile said permiVapplicat�on is true and correct, and autho�ize Spokane County to proceed with processing In addition, I have read and understand the INSPECTION REQUIfiEMENTS/NOTICE provisions included herein and agree to comply with same. All provisions of laws and ordinances governing this type ot work will be complied w�th whether specitied herein or not. l understand that the issuance of this permiVapplication and any subsequent inspection approvals or Certiticates ot Occupancy shall not be construed to give autho�ity to violate o� cancel the provisions of any state or local law regulati�g construction, or as a warranty of con(ormance with the provisions of any state or local laws regulating construction. SIGNATURE OF APPLICATION OWNER OR AGENT DATE li l! t;t �7 �'1 .ti c I— i� r; I::: C: l.J i•i Zi fz' 3.� ,a f�� i T i i .�j �""'�•�d• L' Fil'��"�t._�tr i.}!'� tit. .yi 'v: it• yE �r �i• �i• yr .b: )'r a+: }i- »i• •�i yE 7 �i. y;. {�l f.� ftI �f ;r �E ii• ic ih �f• i� 'r� •?E �i• ii� i; ir i?� 3r Z,• ;M :r �E ii• 'T� f::: i�i 1::1:: 1' f i' E� t l::' f .r`� F: f 1_ -�f -1 i�� i�� q i {Y ,q! a ti: 7 Fi �l �:3 I e'. t -t t� 1". 11 1�: F�' i�i :f i�.►; i°' F: E::,�J':° T r: l•:' i� .i: i� C� ��i J!=t .S' ��t C�� C1 I�i h. T r :N' r :s t p �:1 i��; 1 t� f :i;: j�';%'-,� +�i I�•3 Y•i 3' I E; �'t F� I� �.r I Y:{i...l��i1;�,:.. 1..�� i� a' ��i��- f1�.,�'l �'j�� 1»�-� i: f•j t'� f •1::_ E� L I 'j: i' t�. •r 1:., 'u' I" E� i f.r r �I J IN i... I... .I. S.'t r� I F:. 1 I\ (Y 1.. �1 i I'�`. i I�i !'1 1"i 1�. 4-� f i �:.i t� F i; i k f:. t 1 f° y "t F� rf r1t:?%F��:s,�';.... ::;i•'i+''r'�:��t1:: Wi`+ �''"'R.'.i��.: t.r�!1'� ��'fCr� ��*tl.. 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S�F�`l:i�KLF�= 1=�� -f�A��K I t�G= �HAt�D I�AF- �f� I T I CAI._ i�AT� DESCR]:F��'I;ON GROU�� T`r'F'� ,S� FT VALUATrC1�! ..s -�__--_--__w .FtE�QD�� I—S 1/-4NFc'� `��O�t)Q.O� ITE� �nESCFIFTION ,,.QU�I�T�TY FEF Ai�QUNT COMMERCIAI. '�Y� ?07.04 F'LA�! F�E1f I EW FEE Y. i 34 S� �STATE SUFtCHARGE w Y 3 COUI�TY SURCHARGE F Y 33.F1�� o �c F'AYMC�lT�� SUM�f�kY::..��c��c��#��***��.. r... t F'�tY�fE�l7' DATE F��CEI�T� F'AYME�IT AMOII�lT i 'zh r.;'"r t S �S /2S /90 7�45 ;79': 7 Ta��Ai_ o�.�c= rc��F�i_ r�� r. n.- r~ :s�� i� Y Lt rl 1 U 1 T r� i •r r• �rdinances governmg tnis t n_ ompne�u w��n wneu�d� sNvc�udu r�d�vu� ur nuc. unuvrr,�anu i��a� u�v ��yun�wa u� �u�� No,u�„ a,w ��y suuovyuoui ection approvels or Ce ccupen hall notr �nstruod to give authority to violate or cancel the provisiqr^ of any stat r lo I law regulating struction, or as e wer �corrt r6'�mance is t any stAtq�or locel laws regulating constructlon. i �PLICATION INATURE OF r 'NER OR AGE ��IATF t �..�1_ i�lt.li�fl�<F� f�= �9�t??�:3y pF�TF= i n1�1;? i Gt� I�'F�(;C= c�, :f. S S" t.� 1= n F' f.= 4� t-i :f. 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Y Ct1U�TY SURCHARGE Y �385 f,� =��c�c�c��c��c��*��*� �AY�F�lT ��1.1�i�fAkY ��c��*��*�* rAY�fEt�T AATE RFE:E'[FT�� '�RAYME�T A�fOtJNT 06/30/�39 ,�SE, i ��9� (��t S 0/�?J�39 46S f�� a9 .�i�3 n� t�� .�'?fi, Tt1��1_. F'ATn= i�Q:�7. '1,:: Y 'i' r..,'.i.,� i `i� ti w1�il 'r L L �-M. •�1 iY {au�� !y: 171. J V x f V {E• r �4'� .F.•`�r..'ti '��7�F� f� w �Y� '��rt r ti' a `F-�'�' i� L• .r� "-it�y'�^� f R �u�� Y 1� I 1 f,.� ;'t�C'"r x�. R� ~-7; r a.� 4 I h G 7a1i4. '.,r r y i��v�} �t :�iq� r.� kL, :�3ri.: '�yr: ti� ��t e� r ��1� �;'s`� �tii•. r rt �L-�31i+�:w�`;..:� �4'� �'!lr_ •i �.rrT/°.. d +19� k+ r. .fi'f+ ti'� ,ti s f �'r r� �*5`►sti+% ,��4 fi �f.i� ttf ;*i: v: �v �r�' i 4 �.�ei lA 5 pl e l 1rr� ry l 7 "W; �-4r+a �iii �i�r �a ,a�i+R�w ��7CL .i S S� �aE �dd..' 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R f F rs i y L '�;F- c i� r l:�� w'"'14� tl'��.r��1� �i' �y y�t� �l��N��'�4 t,+,=.5 ��iF'-iti�'.Y..'.sF;S yi ��.��f y ��,:lL r��■a� �i j �}y�^� r, -i ''F+r Y .t i F i� y� �v� fl� �.P f .e �,r, '�'�Y '"'Ij +:4''+. a ��t �y�'°�� R� i V:r� ti5��'i r ��-••�lR�, .r{ r. .r. �r y r r 4 r n., e` F .M�,� �1� 4 i 1 y�f t 'A'['�� 1 F ..f 'v.� r n l�-' '.w t 7 i y�� V P� I�O. 9G—��.2 1v.Cay, 5 1 �97 w a �a o ��o�- �u E}�P1RES 3�27-95 �d �y. �dams c� �'lcrr�k, I�c �72�� s# F�urth Av�. �pvkan�, V�A 99204-1?42 �50�� 7�7-4f 0� �509� '�4'�-46�0 't? p,'VENU�' ��c,.�o_ �_�,�y�' 'ss�'�'��"� -r` i r a' N� 1 Q �y 1� 1� 55F�5"E��-t!O 1 e L h�IB�` f t� r I f c�� f t r I i 1 1 I I -r f 4 v I i� L I i r� o Q i �i I i .,r.�- 1 y F i I 1 1 rr I ��t� i� I �//!f I 1 ��r� f� �i� f 1 �rrfift t Y I I 4 r f •�Y I t 1 I a r�� T r_f-.., 1 I �i�� f��fi fr�r 1 r 1f�J},t11 x t f�lf.��f ii� A �,,�u W ��'�,1 t5' "'"�r.,, Cd t�ti 9 5`s 1 y SH�ET: dev—A� .��ss��:�:�:�:: ��c.��,,:�.:.�.;:::::;.::::::,� P��J��T: SUNSH�i�E �'�FtRAC� RSSISTEEI LTVING F�CILI'�Y rru�s��: ��-a�� z� �a.1��a��ar.+�i.xz�s)c��-�� {io� I}ESIGNER: PJK SAV�13: 3-Jun-96 2F��N'r�D: 15-t�iay-97 RATI�NRL FQRMUT�A RE'�'UR�1 PERIOD �0-Y�; 2�-YFt `�0-YFt 100-YR DES�G� EVE�lT }C ��z�r: �F1S�: Post-developm�n� flc,w to Fond A{5W C�rnerr F1REA AREAS A*C {ft02} {R�_) J. 8uildinc�s(future&e�ist�} 0.50 25796 0.59 4.533 2 s�t�eet a.�o 0 0,00 o.oaa 3�avemerr� futu,r�� xist y 0. �0 23�00 �l 55 0. A�� 9 Lan�saaped Areas 1].25 E7.�� .OQO 5 G�ass ��at l].15 55$59 1.31 4.1�6 P�9ea�QWj�a�tllge �ldt 0.25� 0 0.�0 �.OaD 'Pa�a� Rr�a 10�,55� 2.45 Com�osite �•C" �.S�J TIM� 0�' COh�C�f�TRRTIOIV �miet��tes� AFote: Ignore flow path time over undevel�aped lancl. TC ove,�'land Tc channel To channe�, C: reach 3 rea�t� 4 Ct 0.15 19� LIC) 160.00 A: r�ach 1 ❑.E.= 9.33 3 20 s �?.023 �2 3 o.� �i a.� 8 2 �3 V. VIG 4l LI L 1 G 1} V� V N 0. �016 47 S Q. 041 Tc D.24 n= b.01� d= 0.�„5 a 5J L 4� 'I'C SC) 1.03 T c C 0 'T� fsur�] 2.38 min. Tc fcalc.a= S.Od min. i�SE Tntensi�y 3.�8 inch�slhaur C�C*I*R 3.89 cfs �1D-yr eventl e i SHEET. de��' {1�� 5EE BHEE� �E�-Rt100) �O�'£; Assume t�at p�nd� A1 a�� 2 ar� �•208'� PON� VOLUM� inter�onn�c��d a�d sh�re biologi Basin Nam�:�•A" tr�atmeni �re�s praportionate Imp, AYe�: d9696 s�.ft. �o pQnd size. E}�ISTIN� POA1D EX�AFJSI�h1 OF` SRh4E POt�[� Given: `�a� Len�th 80.D f�. 3�.b �t. �'op Widf.h �5.0 �t. �15.� ft. Z 3.00 runl��se 3.0� runlrise d {�ot� 1.�� 't. 1.04 ft. d {20�) Q.50 �t. 0.5� ft. B�t. Length 74 ft. �6 f�. Bot. �a.dth �9 f�.. ft. 2a8 L�ngth 7'� 29 �08 4�idth 4� �2 Find: Areat�at}= 36��D sq.ft. 1�� sq.f�t. P�r�at2�8}� 323� sq,f�. 1218 sq.f�t. A�eafbotp- 2886 �q.fto 10I� sq,ft. VoX.��ot}= 3�3� c�.ft. 1221 cu.ft. VoJ.. (208 cu, ft, E}CIS�Zi�� P�F�D 557 cu. fk. BXPANS24i� Avc�.fl��th- b.�7 �t. 0.46 ft. wid�thdift= 1,5€� ft. 1.�D ft. $TANDARD "2Q8" F�EQUIREi°lEhlTS �finimum swale r�t�ntion volu[ne �equireti, 8t Inlp. Are� x 0.5", 2071 cu.£t. �Iolume provided ��1.fA2� 208�6 �u.£t. OK! �x��r c��r-� �o B��TRIN[3':`;�;CAE��CLrLA�3C?�i.';FOR_'; D��S��N'`�'S'�]1�� Tatal Area (c�lc.1 209452 �cres Tii'n� o� Conc. �calc. 5.a� min. CORI�]05J.i2 +r (��1� D.5� Volume Q��ided {c�. ft.y '�208": �tor:n itot�: 445� sur�ace: 4�5? ulg. 0 �utfl�w €c�s} infil�ration �hru sad: 0.037 cfs i.00 c�s ❑ry�rells: Area C" �a�tc�r 1. �2 5ingle Doub� e �1 �z �s �s T,ime Time In�ensit�y ci�v, �T fn V�ut S�oa�age Inc. Tnc. {min.) �sec.} �ia�.Ihr.� (efs} (c�. ft.} {cu. ft.) �cu. ft.a {#1*60) F��'C*�3) {Ou�f.*#2� (�5-�6} 5.0� 3L1�.00 3.1� 3.89 1563 11.13 1552 5 30d �.�8 3.89 1563 11.13 �552 1.0 ��]�7 �.24 2.7� �922 �2.�5 Y900 i� �aa �.i� zz�a �o�� o ��c�a i.�� x.�� ae ��.2� zoa� 25 150�C] 1.21 1.98 ��7�b 339,1� 2(731 3Q ].604 1.04 �.�7 ��18 398.73 2020 35 ��00 0.�1 1.11 �450 441.33 2D�8 4� �40f} OI.82 1,04 25�]S S1b.92 i9g7 45 �7�D �.74 0.9� 25�5 548.75 1986 5Q 3�]00 �.58 0.83 25`�9 603.7� J.975 55 3304 0.64 0.7b 266� 6��.91 J.9�4 60 3600 t].61 Q.75 27�1 �08.00 �953 65 �90�] �.60 0.73 2936 993.93 1942 �o �zv� a.�� o.�� a�i �r��.�� s ��oo o.�� .�i �zsi.z� a�o �eoa a, o,�� g� isos ��oo o.�� o.s� ��a� i�a�.�i �s� 94 54�4 0.5Q a.�l 33�3 1977.�3 1666 �5 57Q0 q.45 0.6Q 3476 1600.$1 1875 �ao �oao o.�s o.�� i�ri �e�4 �T��RGE REQU��t�E��1�TS DESTGN STQRM t�aximum starage requir�d �,y Bowst.�ing 2Q53 cu.f�. provided; 4457 cu.ft. �KS Num]a�r and �ype of Dry+�e�.J.s R�r�uxr�d _:-�J-:-=:�:��i3�_�:;e:__:::,�:�:�,�:�:; ��til�:��:::_- E}€�S��P�G Q�Y4�� xE��: �ev-�� a} ��s; c a�c.; r�� ,i PR�]J�CT Sl3NSi�xh1� 'T�Ri2AC� R��S'��17 I�xV�€vG �PwCiL�TY NUMBER: 96�Q�� FILE D:�[603fALC2.�L5]dev�R' (10) DESIGMERs P.TK SAVED: 3-Jun-96 PRYP�TED; 1�-May-97 RATIONAL EQRML3LA RETUFW P£RIQD 14uYR 25°YR 5Q-YR 1f7�-YR �ESIGN EVE�fT J{ TS��T� TI[7H {a 4 �RSE. Post-clevelopm�r�� flc�w to Ponc! 8(SE Corner� '��C AREA AREAS A*� qft❑2} (Ac.} 1 Bu�Xdx�xr�sd�u�u�e) 0.90 107�0 0.25 0.�22 2 S�zee� 0.9� 0� O.OD O.OdO 3 Sidewall� �.90 lOQO Q.02 0.021 4 Lar�dscapeci P�reas {7. �5 0 0. 40 Q00 5 Grass, �la� 0.15 14103 0.32 0.049 Me�d�wJPastu�� flat• �.25 0 �.QO O.00b T�t.��. A��a 25� 83� 0.59 CDt�pqsi�e �rC, 0.49 T�F�E QE' �CONCEN3`f2A`PTON (minutes Not�: Ignor� ��c�w �ath tzme o�e� undeveloped land. Tc (overl�nd� Tc (ch�nn�l) C re�ch 2 Ct 0.15 L 70 reach 1 D.E.= 4.5 L �0 s 0.007 T). E.- 6.67 Z1 0. 1 S 0.339 �2 0.1 ri� 0,416 B 0,5 Tc Q.�1 n 0_O1 B: r�ac� 3 d= Q.45 F� 4 D.E.= 2 'Tc {�C} p.30 5 �.450 P� 0 0 3 Tc 0.41 Tc (sum� 4.8� �rir�. Tc ca l� 5 00 �+i.r� E1SE zntensit� �8 xnct�esJhau�r C,�CbI*R 0.93 �fs {�0-yr event] S�EET: dev-A' �1�) SEE SHEET dEV-A(1D0) ��206" PDh�D VC1Li1ME Basin hlame: Imp. Area. 1�734 sq.ft. �and c�ven: Tap �eng+�� 102.� ft. Top Width 22.d it. Z 5. 00 runf rise d (t�o�) 1.047 f�. d (208� 4 0.50 Bat. Length �9� �t. B�t. �itith 12 f�. 208 �ea�gth 97 208 �i,dt� X7 E'ind: Area{tat]= 229� sq.ft. Area{20�3= 1699 sq.,ft. Rr�a{bot)- 11�4 s�o�t. BOT. A�EA PER PLAN Ve�l. �ta�7° 16�1 �u.ft. 'Va�.. {�QB�= �B4 cu.ft. ,�vg.d�pth� �.41, ft. wid�h�iff= �,5{] ft. 0.0� ft. ST�INDA}iI) "20$" REQ�JIREFfE��S Minxmum s�r��,e reten�ion va�ume required, at Imp. Area x�.5", 489 cu.ft, 'Vol�rtse pra�r�ded (Rl+R2} 689 cu.ft. Qf{'! S �EET 4�.�� Y .............HOWSTF�I�C�:?.�.l�x:LC[Ti.ATION::�;EOR••� ..............................................e .e `�'atal Ar�a �calc_� a.593 acres Time af Ce�nc. �calc.] 5.00 min. ��7Jif�703�� w RC�IC.� �'.A� Vol�me Prc�vi�ed �cu. f't. '�208": 684 storm {tat) �64,� su.r£ace� 1641 ulg: (]u�fZow (c�s� infiltration thru sad: Q.�14 cfs 0.3� cfs ]�r�we�1�: Area C" Factar Q. 29 Sa.ngle �auble �1 #2 #3 �4 �6 #7 �im� �z�e Inter�si�y Q�ev, �1 in 1� out Storage �nc. Tr��. (min.) �sec.} (�ri./'nr.} (c�s� Icu. f�.) {au. �t.l (cu. ft.y f�1*60� A*C*#�} {outf.*#�� 5-#6} 5.�t] 3U0.0� 3018 0.93 372 4.12 368 5 300 3.18 0.9� �7� 4_12 368 10 �VO 2.�4 D.65 457 $.24 449 i� �oo n.5k su� 20 1204 7.�5 a.az 549 16.49 53� 25 �540 �,21 0.35 a64 20,61 593 3{� �.80� 1.D-0 0.3U 575 2�.73 5�1 35 21�Q 0.91 0.�6 563 2B_66 55� 24�Q 4.$2 0.24 597 32.98 5�4 45 2700 f�.74 Q.2� 60� 37,10 5�� 54 3000 4.68 0.20 6I9 4�.2� 572 55 3300 U.69 4.19 633 �5.35 58B �0 3�6Dfl o, a. is �o? ��ov �.�o ��o �o �zoo v.��s o.�� ,e� ��oo o.s� oo�� r�o ��.a� $a a�ofl �.53 a.15 `r56 138.0"r 6i8 8� �J,(]0 �7. 52 �5 7$7 173. 32 61� �o �aao o.�o a.�.s aaa ��a.�i ��o 9� 5700 0_49 Q.14 $�7 2�]..69 6Q5 ioo �oao o.�$ o.i� ��a.�� 01 STt�RRGE REQU�REMENTS DE��N STORM Max�mu� s�❑�age ��c�ux�ed k�y Bows�rir�g 630 cu.ft. prr�vided: 1541 cu.ft. OI{I i�urc�ber and type a� Drywrells Requir�d �:`.4:;:�: �iuk��;'e':;::.'`::-:;�: SHEET: dev-A' (10) �:..::.�:,::��wArss�•��::c�x��::::rNC.::;.:::�:;�::�::�::::�:::�:. PROJECT: SUNSHINE TERRACE ASSISTED LIVING FACILITY NUMBER: 96-036 �'ILE O:\(6036ALC3.XLSJdev-A' (10) DESIGNER: PJK SAVED: 3-Jun-96 PRINTED: 15-May-97 RATIONAL FORMULA RETURN PERIOD 10-YR 25-YR 50-YR 100-YR DESIGN EVENT X BASIN: "C" CASE: Post-development flow to Pond C(Yard) "C" AREA AREAS A*C (ft�2) {Ac.) 1 Buildingsifuture) 0.90 0 0.00 0.000 2 Street 0.90 0 0.00 0.000 3 Pavement 0.90 5401 0.12 0.112 4 Landscaped Areas 0.25 0 0.00 0.000 5 Grass, flat 0.15 4783 0.11 0.016 6 Meadow/Pasture, flat 0.25 0 0.00 0.000 Total Area 10,184 0.23 Composite "C" 0.55 TIME OF CONCENTRATION (minutes� Note: Ignore flow path time over undeveloped land. Tc (overland) Tc (channel) C reach 2 Ct 0.15 L 160 A: reach 1 D.E.= 3.2 L 20 s 0.020 D.E.= 0.6 Z1 0.1 S 0.030 Z2 12 N 0.016 B 0.5 Tc 0.22 n 0.016 d 0.13 Tc (C) 1.13 Tc (sum) 1.35 min. Tc (calc.)= 5.00 min. USE Intensity 3.18 inches/hour �C*Z*A 0.41 cfs (10-yr event) SHEET: dev-A' (10) SEE SHEET DEV-A(100) "208" POND VOLUME Basin Name: "C" Imp. Area: 5901 sq.ft. Pond C Given: Top Length 23.0 ft. Top Width 30.0 ft. 2 3.00 run/rise d (tot) 1.00 ft. d (208) 0.50 ft. Bot. Length 17 ft. Bot. Width 24 ft. 208 Length 20 208 Width 27 Find: Area(tot)= 690 sq.ft. Area(208)= 540 sq.ft. Area(bot)= 408 sq.ft. BOT. AREA PER PLAN Vol.(tot)= 543 cu.ft. Vol.(208)= 236 cu.ft. Avg.depth= 0.49 ft. widthdiff= 1.50 ft. STANDARD "208" REQUIREMENTS Minimum swale retention volume required, at Imp. Area x 0.5", 225 cu.ft. Volume provided lA1+A2) 236 cu.ft. OK! ��.��T de�-A' 10 s�r��i�':��r�r�� Ts�ta1 Area {ca1c.J 0.2339 acres Time �f Con�e. {ca�.c.1 5.0� min. �omgosite {cale. C1. 55 VaJ.ume �rc�v�,ded icu. ft.} '�208": 236 starrn (tot): 543 surface. 543 ul�; c�utflow Icfs] intil�ration th�u �od; 0.�04 cfs 0.�0 c�s l�ryw�lls: ,�lrea C" Factor 0.13 Sing�le Qaubl� #1 #2 #3 1�4 �F5 �f6 �i7 TS.me T�me Intensity C� dev. V in V out Storage Inc. Inc. Imi�.l (sec.} fin.li�r.} {cfs) �cu. ft.) {cu. ft.� tcu. Pt,} d#�*50} A*C�'#3) (Out£.*#2l (#5-#6} s.00 �oa.aa �.�e o.a�. i�� 5 30� 3.18 �D,4� 1�� 1.35 162 10 6b� 2.24 2q� 2,70 199 a.� �ac� i o. o� �z.� 20 12q0 1.45 0,�9 242 10.94 231 �5 154� 1.�1 �.15 248 1�.76 229 �D 18C1�] 1.04 0.13 253 25.16 228 35 210Q 0.91 0.12 257 2�.83 227 40 2400 4.82 Q.�,�. 263 37.30 225 ��ao o.�� o.�� aa ��o �000 a.�$ �.o� 2�0 ��.�0 223 55 3300 o.5a a.as ��r� 5'�.4� 22� �{3 3600 4.61 0.08 2B9 �9.J.� �20 6� 3900 f�.6b 0.08 3�6 98.82 219 �o ��o� a.�s a.a� �z� i�z.�o r� a�oo o.�� o.o� ��a z�,a.v� �o a�ov o.�� o.a7 ��s z�a.o� 85 5140 0.5� 0.07 346 ].33.I3 ��3 90 5400' 0.50 �.05 352 �4p.37 212 95 57q0 4.99 �.4�5 364 �53.49 211 �QO �600�} Q.48 �.�06 375 165,85 �L}9 �TQRAGE RE�TJIREMENT� DE�T�GI�! STORM Maximum �torag� required 1�y B�wstririg 231 cu.ft. prqvided: 54 cu ft O�C? Num9��r and typ� of �sywe].�.s Reguired ::�1.:�:::5�ri�r:e::;: :�t}:: SHEET: dev—A' (11) An�.s:�::=:�:::ci:uuc ��rtc�:�::�::�::=::::�:.:::�:::�::-� F PROJECT: SUNSHINE TERRACE ASSISTED LZVING E'ACILZTY NUMBER: 96-036 E'ILE O:\[6036ALC1.XLS)dev-A' (11) DESZGNER: PJK SAVED: 3-Jun-96 PRZNTED: 16-May-97 RATIONAL EORMULA RETURN PERIOD 10-YR 25-YR 50-YR 100-YR DESIGN EVENT X BASIN: "A'" CAS PAl2�CING ::•LOT.•::•T.O •.CB-1•: "C" AREA RREAS A*C (ft02� (Ac.) 1 Buildings(future) 0.90 0 0.00 0.000 2 Street 0.90 0 0.00 0.000 3 Pavement 0.90 8235 0.19 0.170 4 Landscaped Areas 0.25 0 0.00 0.000 5 Grass, flat 0.15 0 0.00 0.000 6 Meadow/Pasture, flat 0.25 0 0.00 0.000 Total Area 8,235 0.19 COmpOSite "C" 0.90 TIME OP CONCENTRATION (minutes) tJote: Ignore flow path time over undeveloped �land. Tc (overland} Tc (channel) Tc (channel) C: reach 3 C: reach 4 Ct 0.15 L 200 L(C) 0.00 A: reach 1 D.E.= 4.33 Z1 3 L 24 s= 0.022 Z2 3 D.E.= 1 Z1 0.1 B= 2 S 0.042 Z2 12 n= 0.030 N 0.016 B= 0 s= 0.041 Tc 0.22 n= 0.016 d� 0.16 d 0.18 Tc (C) 0.00 Tc (C) 1.28 Tc (sum) 1.50 min. Tc (calc.)= 5.00 min. USE Yntensity 3.18 inches/hour Q=C�T*A 0.54 cfs (10-yr event) i Beginning Calculation Cycle Discharge:, 0.54 cfs at node I-1 Discharge: 0.54 cfs at node Outlet Beginning iteration 1 Discharge: 0.54 cfs at node I-1 Discharge: 0.54 cfs at node Outlet Discharge Convergence Achieved in 1 iterations: relative error: 0.0 Warning: Design constraints not met. Warning: No Duration data exists in IDF Table Information: Outlet Known flow propogated from upstream junctions. Violation: P-2 does not meet minimum cover constraint at downstream end. Calculations Complete Analysis Options Friction method: Manning's Formula HGL Convergence Test: 0.001000 Maximum Network Traversals: 5 Number of Pipe Profile Steps: 5 Discharge Convergence Test: 0.001000 Maximum Design Passes: 3 Network Quick View Hydraulic Grade Label Length Si Discharge Upstream Downstream P-2 174.00 8 inch 0.54 43.41 39.74 Elevations Label Discharge Ground Upstream HGL Downstream HGL I-1 0.54 45.53 43.41 43.41 Outlet 0.54 38.40 39.74 39.74 Elapsed: o minute(s) 1 second(s) Project Title: Sunshine Terrace Project Engineer: PATRICK J. KRYCH untitled.stm Mr. Patrick J. Krych StormCA� v1.0 05l16/97 11:10:52 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 s, I SUNSHINE TERRACE DRAINAGE REPORT A&C Project No. 96-040.2 June 13, 1996 ��tC K eF C� O ��C STER OFFICIAL PUBLIG DaGlJMENT SIp E� Sf'OKANE COUNTY Ef�GIN�ER'S OFFIGE EXPIRES 3-27-98 ��CT 8 sU��T?AL t �r��a by: R�Tt�� TC� C��,'V�Y �f�G ;Y� Adams 8c Clark, In� 1720 West Fourth Ave. Spokane, WA 99204-1702 (509) 747-4600 Fax (509) 747-4600 TABLE OF CONTENTS Drainage Report Summary 1-2 Vicinity Map 3 Soil Map 4 Basin 5 Calculations................................................................................. 6-20 '�'-^a='N' ',i'�� J SUNSHINE TERRACE DRAINAGE REPORT INTRODUCTION This report explains the calculations and design of the stormwater controls for the proposed expansion of the Sunshine Gardens Assisted Living Facility at the corner of 9th Avenue and Raymond Road. More specifically the site is bounded by 9th Avenue on the north and Raymond Road on the east, and extends to l lth Avenue at the southeast corner. The site adjoins the University High School campus on the south and west sides. The proposed expansion will replace four existing buildings in the central east portion of the site with a new "assisted living" facility. A new "boarding home" facility and parking lot will be constructed at the southeast corner of the site, along with a new "transitional cottage" at the southwest corner. In addition to the buildings, fifteen new parking stalls will be added to the north access drive and the existing access drive on the east side of the property will be replaced. PRE-DEVELOPMENT CONDITION The site is approximately 6.9 acres in size, relatively flat and partially developed with an eacisting nursing home. The developed portion of the site is comprised of four older buildings and a larger facility which was constructed in 1990. The newer facility was constructed in accordance with the Spokane County Guidelines for Stormwater Management. The site was divided into three drainage areas which drain to "208" swales and overflow into drywells. The undeveloped portion of the site is located on the east side of the property along Raymond Street. The property gently slopes from the southeast to the north and west at approximately 3 to 5 percent. Vegetation on the undeveloped site is comprised of natural grasses, underbrush and a moderate to heavy stand of tall pine trees. The U.S.D.A. Soil Conservation Service (SCS) has mapped the soil on this property as Marble sandy loam, 0 to 8 percent slopes in the Soil Survev of Saokane Countv, Washineton. According to the survey this soil is excessively drained and permeability is moderately rapid, surface runoff is slow and there is little or no hazard of erosion. POST-DEVELOPMENT STORM DRAINAGE The first one-half inch of runoff from the impervious surfaces will be treated in a grassed percolation area/ "208" swale. Runoff in excess of the first one-half inch will overflow into drywells where it will be discharged into the underlying soils. In 1990 two new buildings were added to the Sunshine Gardens Facility. At that time a drainage plan was developed for the property in accordance with Spokane County Stormwater Guidelines. J.U.B. Engineers developed a drainage and grading plan which divided the site into three separate drainage areas. The proposed new construction will further affect the drainage of this site. Of the three original drainage areas, one will remain unaffected, one will have a reduction of contributing runoff area (both impervious and pervious) and therefore the swale can remain unchanged, and the third area will have a reduction in overall area but an increased impervious surface area, therefore the swale will need to be enlarged. The remainder of the site will be divided into smaller drainage basins see attached basin map). The Rational Formula was used for estimating peak runoff rates along with the Bowstring Method which was used to size the swales. A 10-year design frequency storm event was used in the calculation of runoff for the basins. The calculations show adequate storage in the swales to detain and infiltrate the 10 year storm event in all basin areas. All 208 swales will be planted with grass and maintained to control weed growth and the health of the grass. 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'.y'.': �'�.iJ{•fN.4"1�'_ +i: �'��ti'.' yr .'.'f�.r'�f suzv��u� �r�R�c� �s�rsfi�� LI►IING FACI�rTi� t 96--0�� F�LE �:160�fiALC1.�GLS PJ`fC SP�VED; 3-�un-96 PRINTE�]: ��-J�n-9� RFL�'IOt�1L FOF�i[]LA f��TL�RN FE�t24� 1��YR 25-YR 50=YR ��-YR D�SI�N EVE�T �C z rr� a er �E: Fost�develop�nant fle��r to Parad A{S�+J C�rr�ez) ARF�► RR� A� G ��tf�) {�c. Buildings�future} 0.90 1B44S� 0.42 �.381 S�re�� D.90 0 D.Ot3 O.�aO Pa�ement 0.9D 233{7D t�.53 0.481 La�dscaped F�r�as �.�5 D �.00 0.0�� Gr3�8� flat E].� +43�6D 0.99 �.149 Meadowl'Fasturs, �lat 4. 25 D (J .0� C3. 0�0 I To�.al R.��a $4, 9Q� 1. 95 Cazngasi�.e "C" 0, 5� i T�� O�' COI�T�Et�{TRATIOid fminu�es} Nvte Ign+�re flow pa�� .me over s�ndeveX�p�d. land. '�c �overlar�d) �'c (channei} Tc �channe�) C: reach 3 C: react� 4 �t 0,1� �9� L(C} 150.�}0 r��ch f D.E.- 4.33 �1 3 L 2D s �.0�3 Z� 3 �3.E.- �.4 Z1 0.1 B 2 0.020� Z2 12 n �.�3� T�E �.0�6 B (7 s 0,0�1. Tc 0.2� n= 0.016 d= 4.16 d 0.�0 Tc (C) 1.03 Tc {C} 1.14 *�A�N� s� R00� fi�C�r� ��{I�T�1�FG ROQF 692� s.�. PRj�EMENT 8 9 D S.�. Tc �su�t} 2.38 min. T� �c�T�. 5. 0D z�n. CJSE �ntensity 3.�$ incheslhaur (�=C*I*� �.22 cfs {10-yr even�} Qe�t (C} 0. 69 c�est {C) .72 e ..�...e _._a_n::.J:t.I:�.�US.r•' 'b .rt,s1: SHEET: dev-A' (10) SEE SHEET DEV-A(100� NOTE: Assume that ponds A1 and A2 are "208":POND VOLUME interconnected and share biologi Basin Name: ^A" treatment of areas proportionate Imp. Area: 41790 sq.ft. to pond size. EXISTING POND EXPANSIQN OF SAME POND Given: Top Length 80.0 ft. 20.0 ft. Top Width 95.0 ft. 45.0 ft. Z 3.00 run/rise 3.00 run/rise d(tot) 1.00 ft. 1.00 ft. d(208) 0.50 ft. 0.50 ft. Bot. Lenqth 74 ft. 14 ft. Bot. Width m 39 ft. 39 ft. 208 Length 77 17 208 Width 42 42 Find: Area(tot)= 3600 sq.ft. 900 sq.ft. Area(208)= 3234 sq.ft. 714 sq.ft. Area(bot1= 2886 sq.ft. 546 sq.ft. Vol.(tot)= 3236 cu.ft. 716 cu.ft. Vol.(208)� 1529 cu.ft. EXISTZNG POND 314 cu.ft. EXPANSION Avg.depth= 0.97 ft. 0.44 ft. widthdiff= 1.50 ft. 1.50 ft. STANDARD "208" REQUIREMENTS Minimum swale retention volume required, at Imp. Area x 0.5", 1739 cu.ft. Volume provided (A1+A2) 1843 cu.ft. OK! .s_ c. '�..1._ .a�n..^S'd..��.�.�e�.:��-��:[1e��ay SHEET: dev-A' (10) :.:r:<::: $OWSTRINCi:;.:.GAI�CULATION.;�•S.OR�:::DESIGN.�STORM;::�EVENT �}.�K%{{ f Total Area (calc.) 1.949 acres Time of Conc. (calc.) 5.00 min. Composite "C" (calc.) 0.52 Volume Provided (cu. ft.) "208": 1643 storm (tot): 3952 surface: 3952 u/g: 0 Outflow (cfs) infiltration thru sod: 0.033 cfs 1.00 cfs Drywells: Area C" Factor 1.01 Single Double �1 !f2 #{3 !14 �5 �6 �7 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min.) (sec.) (in./hr.) (cfsy (cu. ft.) (cu. ft.) (cu. ft.) (#1*60) (A*C*�3) (Outf.`'�2) (�5-#6) 5.00 300.00 3.18 3.22 1292 9.87 1283 5 300 3.18 3.22 1292 9.87 1283 10 600 2.24 2.26 1590 19.74 1570 15 900 1.77 1.79 2793 29.61 1763 20 1200 1.45 1.4� I909 104.94 1804 25 1500 1.21 1.22 1960 165.89 1799 30 1800 1.04 1.05 2000 215.86 1784 35 2100 0.91 0.92 2026 251.75 1774 40 2900 0.82 0.83 2079 309.97 1764 45 2700 0.74 0.75 2096 391.92 1754 50 3000 0.68 0.69 2133 388.06 1745 S5 3300 0.64 0.65 2201 466.60 1735 60 3600 0.61 0.62 2283 558.30 1725 65 3900 0.60 0.61 2428 712.73 1715 70 4200 0.58 0.59 2523 817.59 1705 75 4500 0.56 0.57 2606 910.32 1695 80 4800 0.53 0.54 2627 941.37 1685 85 5100 0.52 0.53 2735 1059.39 1675 90 5400 0.50 0.51 2781 1115.73 1666 95 5700 0.49 0.50 2874 1218.59 1656 100 6000 0.48 0.49 2961 1315.39 1696 STORAGE REQUIREMENTS DESIGN STORM Maximum storage required by Bowstring 1804 cu.ft. provided: 3952 cu.ft. OK! Number and type o Drywe ls Required ;�;;:::.:=t}::>i:Sir�1g'I:e:::::.;; :::x.;::::�:�•.::: DRYWELL a a SHEET: dev-A' (10) AD� PROJECT: SUNSHINE TERRACE ASSISTED LIVZNG FACILITY NUMBER: 96-036 FILE O:\6036ALC2.XLS DESIGNER: PJK SAVE�: 3-Jun-96 PRINTED: 12-Jun-96 RATIONAL E'ORMULA RETURN PERIOD 10-YR 25-YR 50-YR 100-YR DESZGN EVENT X B�ASIN "B" CASE: Post-development flow to Pond B(SE Corner) "C" AREA AREAS A*C (ftQ) (Ac.) 1 Buildings(future) 0.90 10730 0.25 0.222 2 Street 0.90 0 0.00 0.000 3 Sidewalk 0.90 1000 0.02 0.021 4 Landscaped Areas 0.25 0 0.00 0.000 5 Grass, flat 0.15 15050 0.35 0.052 6 Meadow/Pasture, flat 0.25 0 0.00 0.000 Total Area 26,780 0.61 Composite "C" 0.48 TIME OF CONCENTRATIOIJ (minutes) Note: Ignore flow path time over undeveloped land. Tc (overland) Tc (channel) C reach 2 Ct 0.15 L 70 A: reach 1 D.E.= 0.5 L 20 s 0.007 D.E.= 6.67 Z1 0.1 S 0.339 22 0.1 N 0.016 B 0.5 Tc 0.11 n 0.01 B: reach 3 d� 0.45 L 40 D.E.= 2 Tc (C) 0.30 S 0.050 N 0.03 Tc 0.41 Tc (sum) 0.81 min. Tc (calc.)= 5.00 min. USE Intensity 3.18 inches/hour �C*I*A 0.99 cfs (10-yr event) u 4 SHEET: dev-A' (10) SEE SHEET DEV-A(100) "208" POND VOLUME Basin Name: "B" Imp. Area: 11730 sq.ft. Pond B Given: Top Length 102.0 ft. Top Width 22.0 ft. Z 5.00 run/rise d (tot) 1.00 ft. d (208) 0.50 ft. Bot. Length 92 ft. Bot. Width 12 ft. 208 Length 97 208 Width 17 E'ind: Area(tot)= 2244 sq.ft. Area(208)= 1649 sq.ft. Area(bot)= 1104 sq.ft. BOT. AREA PER PLAN Vol.(tot)ffi 1641 cu.ft. Vol.(208)= 689 cu.ft. Avg.depth= 0.41 ft. widthdiff= 2.50 ft. 0.00 ft. STANDARD "208" R�QUIREMENTS Minimum swale retention volume required, at Imp. Area x 0.5", 489 cu.ft. Volume provided (A1+A2) 684 cu.ft. OK! SHEET: dev-A' (10) ...;:;;,;;;;;,BOWSTRINC�.::CALCUI+ATZON.:rFOR' DESIGN•,:;:;STORM.�EVENT:;: •::•:t.:. V .r Total Area (calc.) 0.6148 acres Time of Conc. (calc.) 5.00 min. Composite "C" (calc.) 0.48 Volume Provided (cu. ft.) "208": 684 storm (tot): 1641 surface: 1641 u/g: 0 Outflow (cfsl infiltration thru sod: 0.014 cfs 0.30 cfs Drywells: Area C" Factor 0.29 Single Double N1 !!2 M3 1�4 M5 g6 �7 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (81;60) (A'�C+83) {Outf.*Y2) ({{5-N6) 5.00 300.00 3.18 0.94 376 4.12 372 5 300 3.18 0.94 376 4.12 372 10 600 2.24 0.66 463 8.24 454 15 900 1.77 0.52 522 12.3'7 509 20 1200 1.45 0.43 555 16.49 539 25 1500 1.21 0.36 570 20.61 550 30 1800 1.04 0.31 582 24.73 557 35 2100 0.91 0.27 589 28.86 561 40 2400 0.82 0.24 604 32.98 5�1 45 2700 0.74 0.22 610 37.10 573 50 3000 0.68 0.20 621 41.22 579 55 3300 0.64 0.19 641 95.35 595 60 3600 0.61 0.18 664 99.97 615 65 3900 0.60 0.18 706 76.27 630 70 4200 0.58 0.17 734 109.03 626 75 4500 0.56 0.16 758 136.26 622 80 4800 0.53 0.16 764 146.55 618 85 5100 0.52 0.15 796 182.14 614 90 5400 0.50 0.15 809 199.78 610 95 5700 0.49 0.14 836 230.96 605 100 6000 0.48 0.14 862 260.38 601 STORAGE REQUIREMENTS DESIGN STORM Maximum storage required by Bowstring 630 cu.ft. provided: 1641 cu.ft. OK! Number and type of Drywells Required :I, :::S�:i�gl;�; •:;fl:•:�::Doiib�:e: ��E�`�' C��P—� '�r;�; _::=::=-rAD�: �INC:f�:�:,.r,r.,�. L. I �RO�]ECT: SUNS�{�1�tE TERRRCE ASSIS�EI] �I1lI�lG FA��LIT� 1+�UMBEFt: 9�-{�36 �'ILE 0:16036ALC3.}{tS t D�$IGN�R: �J�{ SAVED: 3-Jun-56 PRINTEU: i2-�3un-96 ��rr�.�. ��w�u�, RE"TURN PERIOE} 10-YR 2S�YR 50-YR 1�Q-YR i �E�IGA1 EVEI�i�:' }C BRSIN: C�°�SE: Post-devel�prner�t flow La P�r�� dY�rd� "C" RR�L ARE�1.� A�'� I ftf� {�,c, ��]�ildir�gs fr�ture 0, 90 14240 0. �3 0.2 J4 2 Street 0.9� U 0.00 U.000 3 Pav�ment 0.90 12'004 0.2� 4.�4� 9 Lan�sca�e� Areaa O,FS 0.00 4.D04 a Grass f].at 0.3.�5 1�4i4 �.2� 0,439 i 6 MeariaulPasture, fla� Q.25 �3 O,C}� 0.0�� To�a� A�'�a 37�65� Q.86 C�znp�site "C" Q.67 mIl�€E DF C€�N�ENTRA�'YQI� (minut�s� Na�te. Ygnore f�aw path t�.m� or+er undev�lvped l�nd, i i T�c �ov�rland) Tc ��riannel� C reach 2 4_ Ct 0.15 L 1�C] A: react� 1 D.E.n 3.2 L 20 s 0.02D �.E.- 0.6 Z1 �,l S 0.03Q Z� 12 H 0.4�6 B U.5 Tc 0.22 n 0.01� d �.�6 '�c (�1 0.7� *�24QE P►R�l FEtQh� E}{ISTI�JG BUIL�ING =�930 S. F. Tc {sum� 0.98 mir�. Tc icalc, 5.Of� �ir�. U5E Intens�ty 3_18 inches/hqur �C*I*A �.85 cfs {1�-yr �v�nt) r SHEET: dev-A' (10) SEE SHEET DEV-A(100) "208" POND VOLUME Basin Name: "C" Zmp. Area: 26240 sq.ft. Pond C Given: Top Length 90.0 ft. Top Width 45.0 ft. Z 10.00 run/rise d (tot) 1.00 ft. d (208) 0.50 ft. Sot. Length 70 ft. Bot. Width 25 ft. 208 Length 80 208 Width 35 E'ind: Area(tot)= 4050 sq.ft. Area(206)= 2800 sq.ft. Area(bot)= 1750 sq.ft. B4T. AREA PER PLAN Vol.(tot)= 2821 cu.ft. vol.i208)= 1127 cu.ft. Avg.depth= 0.40 ft. widthdiff� 5.00 ft. I STANDARD "208" REQUIREMENTS Minimum swale retention volume required, at Imp. Area x 0.5", 1093 cu.ft. Volume Provided (Al+A2) 1127 cu.ft. OK! SHEET: dev-A' (10) OW N ...:.::8 STRI Ci;:::CAI:CULATZON:��'OR:".D.ESZGN,•NSTORM�..EVENT::}�:;;::::::;:: ;::�;r�:::� i Total Area (calc.) 0 8643 acres ti Time of Conc. (calc.) 5.00 min. Composite "C" (calc.) 0.67 Volume Provided (cu. ft.) "208": 1127 storm (tot): 2821 surface: 2821 u/g: 0 Outflow (cfs) infiltration thru sod: 0.023 cfs 0.30 cfs Drywells: Area C" Factor 0.58 Single Double 81 q2 #i3 �4 NS #6 $7 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.� (cu. ft.) (#1*60) (A*C*�3) (Outf.*f�2) (4�5-#6) 5.00 300.00 3.18 1.85 743 7.00 736 5 300 3.18 1.85 743 7.00 736 10 600 2.24 1.30 914 14.00 900 15 900 1.77 1.03 1031 21.00 1010 20 1200 1.45 0.84 1098 28.00 1070 25 1500 1.21 0.70 1127 35.00 1092 30 1800 1.04 0.60 1150 69.87 1085 35 2100 0.91 0.53 1165 86.83 1078 40 2400 O.B2 0.48 1193 121.64 1071 45 2700 0.74 0.43 1206 191.33 1069 50 3000 0.68 0.90 1226 169.20 1057 55 3300 0.64 0.37 1266 215.69 1050 60 3600 0.61 0.35 1313 269.75 1043 65 3900 0.60 0.35 1396 359.88 1036 70 4200 0.58 0.34 1451 421.51 1029 75 4500 0.56 0.33 1498 476.17 1022 80 4800 0.53 0.31 1511 495.34 1015 85 5100 0.52 0.30 1573 564.55 1008 90 5400 0.50 0.29 1600 598.27 1001 95 5700 0.49 0.28 1653 658.75 994 100 6000 0.98 0.28 1703 715.74 987 STORAGE REQUIREMENTS DESIGN STORM Maximum storage required by Bowstring 1092 cu.ft. provided: 2821 cu.ft. OK! Number and type o Drywe ls Required I.. �Sz.ng�.�,�-�;:::::.:: ;f��'I3oi�b�e: ;:r:r: i i SHEET: dev-A' (10) ADAM.�': 6.:.CI.A.R�'C'i.::�INC:i��:�::�:��.`.': r PROJECT: SUNSHINE TERRACE ASSISTED LZVING E'ACILITY NUMBER: 96-036 FILE O:\6036ALC4.XLS DESIGNER: PJK SAVED: 3-Jun-96 PRINTED: 12-Jun-96 RATIONAL FORMULA RETURN PERIOD 10-YR 25-YR 50-YR 100-YR DESIGN EVENT X BASIN: "D" GASE: Post-development flow to Pond D(SW Corner of north bldq) "C" AREA AREAS A*C ftC� (Ac. 1 Buildings(future) 0.90 2710 0.06 0.056 2 Street 0.90 0 0.00 0.000 3 Pavement 0.90 0 0.00 0.000 4 Landscaped Areas 0.25 0 0.00 0.000 5 Grass, flat 0.15 2930 0.07� 0.010 6 Meadow/Pasture, flat 0.25 0 0.00 0.000 Total Area 5,690 0.13 CompOSlte "C" 0.51 TZME OE' CONCENTRATION (minutes) Note: Ignore flow path time over undeveloped land. Tc (overland) Ct 0.15 A reach 1 L 20 D.E.= 6.67 S 0.339 N 0.016 Tc 0.11 Tc (sum) 0.11 min. Tc (calc.)= 5.00 min. USE Intensity 3.18 inches/hour �C*I*A 0.21 cfs (10-yr event) r t 7 0 7 ,i i SHEET: dev-A' (10) SEE SHEET DEV-A(100j "208" POND VOLUME Basin Name: "D" Imp. Area: 2710 sq.ft. Pond D Given: Top Length 85.0 ft. Top Width 8.5 ft. Z 2.00 run/rise d (tot) 0.50 ft. d (208) 0.20 ft. Bot. Length 83 ft. Bot. Width 6.5 ft. 208 Length 83.8 208 Width 7.3 Find: Areattot)= 723 sq.ft. Area(208)= 612 sq.ft. Area(bot)= 540 sq.ft. BOT. AREA PER PLAN Vol.(tot)= 314 cu.ft. Vol.(208)= 115 cu.ft. Avg.depth= 0.19 ft. widthdiff= 0.60 ft. STANDARD "208" REQUIREMENTS Minimum swale retention volume required, at Imp. Area x 0.5'•, 113 cu. ft. Volume provided (A1+A2) 115 cu.ft. OK! SHEET: dev-A' (10) sawsz�xrrta.. C:AIaCUI:ATION:;� r x .F�R. �•DES IGN:::::ST r--. 9RM:=��VLNT.;... r Total Area (calc.) 0.1295 acres Time of Conc. (calc.) 5.00 min. Composite "C" (calc.) 0.51 Volume Provided (cu. ft.) "208": 115 storm (tot): 314 surface: 314 u/g: 0 Outflow (cfs) infiltration thru sod: 0.005 cfs 0.00 cfs Drywells: Area C" Eactor 0.07 Single Double N1 N2 1i3 #4 !!5 �6 !�7 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (#1*60) (A*C*#3) (Outf.*!i2) (�5-�6) 5.00 300.00 3.18 0.21 89 1.53 83 5 300 3.18 0.21 84 1.53 83 10 600 2.24 0.15 104 3.06 101 15 900 1.77 0.12 117 4.59 113 20 1200 1.45 0.10 125 6.12 119 25 1500 1.21 0.08 128 7.65 120 30 1800 1.04 0.07 131 9.18 122 35 2100 0.91 0.06 132 10.71 122 40 2400 0.82 0.05 136 12.23 123 45 2700 0.79 0.05 137 13.76 123 50 3000 0.68 0.04 139 15.29 124 55 3300 0.64 0.04 149 16.82 127 60 3600 0.61 0.09 149 18.35 131 65 3900 0.60 0.09 159 19.88 139 70 4200 0.58 0.04 165 21.41 143 75 9500 0.56 0.09 170 22.94 147 80 9800 0.53 0.04 172 24.47 147 85 5100 0.52 0.03 179 26.00 153 90 5400 0.50 0.03 182 27.53 154 95 5700 0.99 0.03 168 29.06 159 100 6000 0.48 0.03 199 30.59 163 STORAGE REQUIREMENTS DESIGN STORM Maximum storage required by Bowstring 163 cu.ft. provided: 314 cu.ft. OK! YP Yw 9 ti;;:;;:;. a`''`=` SiR3�;e; Number and t e of Dr ells Re uired 4 l�itl��e:: s Aciequate storage and treatment but Overflow provided to pond 'E' I SHEET: dev-A' (10) ADAMS:: ;:CI:ARK,::::;INC' PROJECT: SUNSHINE TERRACE ASSISTED LIVZNG E'ACILITY NUMBER: 96-036 6ILE O:\6036ALCS.XLS DESZGNER: PJK SAVED: 3-Jun-96 PRINTED: 12-Jun-96 RATIONAL E'ORMULA RETURN PERIOD 10-YR 25-YR 50-YR 100-YR DESIGN EVENT X BASIN: "E" CASE: Post-development flow to Pond E(NE Corner of north bldq) "C" AREA AREAS A*C t f t[� Ac 1 Buildinqs(future) 0.90 22310 0.51 0.461 2 Street 0.90 0 0.00 0.000 3 Pavement 0.90 6440 0.15 0.133 4 Landscaped Areas 0.25 3400 0.08 0.020 5 Grass, flat 0.15 16540 0.38 0.057 6 Meadow/Pasture, flat 0.25 0 0.00 0.000 Total Area 48,690 1.12 Composite "C" 0.60 TIME OF CONCENTRATION (minutes) Note: Ignore flow path time over undeveloped land. Tc (overland) Tc (channel) C reach 2 Ct 0.15 L 130 A: reach 1 D.E.= 1 L 20 s 0.008 D.E.� 6.67 Z1 0.1 S 0.334 Z2 12 N 0.016 B 0 Tc 0.11 n 0.016 B: reach 3 d= 0.10 L 40 D.E.= 2 Tc (C) 2.06 S 0.05 N 0.03 Tc 0.411063585 Tc (sum) 2.58 min. Tc (calc.)= 5.00 min. USE Intensity 3.18 inches/hour (�C*I*A 2.13 cfs (10-yr event) SHEET: dev-A' (10) SEE SHEF.T DEV-A(100) NOTE: Assume that ponds A1 and AZ are "208" POND VOLUME interconnected and share biological Basin Name: "E" treatment of areas proportionately Zmp. Area: 28750 sq.ft. to pond size. Pond E Pond D as sized. Given: Top Length 50.0 ft. 85.0 ft. Top Width 64.5 ft. 8.5 ft. Z 3.00 run/rise 2.00 run/rise d(tot) 1.00 ft. 0.50 ft. d(208) 0.50 ft. 0.20 ft. Bot. Length 44 ft. 83 ft. Bot. width 58.5 ft. 6.5 ft. 20B Length 97 83.8 208 Width 61.5 7.3 Find: Area(tot)= 3225 sq.ft. 723 sq.ft. Area(208)m 2891 sq.ft. 612 sq.ft. Area(bot)= 2574 sq.ft. BOT. AREA PER PLAN 590 sq.ft. Vol.(tot�= 2893 cu.ft. 314 cu.ft. Vol.(208)= 1365 cu.ft. 115 cu.ft. Avg.depth= 0.47 ft. 0.19 ft. widthdiff= 1.50 ft. 0.60 ft. STANLIARD "208" REQUIREMENTS Minimum swale retention volume required, at Imp. Area x 0.5", 1198 cu.ft. Volume provided (A1+A2) 1480 cu.ft. OK! �xEET: ae�-�+ _:-r-. v�►.� Y rtrt.a �.�I a'�t .�:,.:,�.�.��.�.t�.:,�.�:,�:�:��. .�s.fx��.�. f.., ff. A r _1-�� .x�_4.,_4,k„ r� r T�atal Area ca1c. 1178 �cres i Time of �onc. {ca�.c.) 9,00 min. COmp4Sit� "C� (Cd7.G. Q.S� Valume ��eovided �c�s. �t. "208": 14�{� st�rm (tc�t� 3208 7 surface: �208 u1�: 0 ��t€l�w �cfs} fn�iltratiart thru sod: De029 �f� 0.30 cf� Drywells: Area C° Factor U.67 5ingle Da,�hl e �fl f�2 �4 #5 #6 �7 Time Tir�� Ir�ter►�i�y Q de+r. V ir� V aut Starage Inc. Inc. �m�n.} {sec.� (in.Ihr.} (cfs7 €cu. �t.� (cu. ft.D icu. ft.} ��1�61]� (�u�f,*�€2} i�5-�6� t 5.00 3QO,OU 3.18 2.13 8�7 8.7� 84�8 3D0 �.1� �.13 857 $.76 84� io �av 2,2¢ 105� �'r.51 103� 15 �40 �,"�7 1_I'9 11�'9 26.2? 1�63 ZQ 12bb 1.d5 0.97 1266 35.�2 1231 25 154�} 1.2� 0.81 �3Q0 43.78 12�6 �o �sov i.a� o.�� 13�6 s2.s3 1�� ss 2��0 �.�z o.�i i�a� �i.�� i��2 �o ��oo o.�� o.ss i�� o.o� ��oa o.�� o,�o i�� s.sa �si,z 50 30D0 0,68 �0,46 14t4 87.�5 132� 55 33fl0 0.69 0.43 �d6U �5.31 136�i 60 360� 0,�1 0.43. �514 1�8.74 1375 65 �9�0 0.�4 0.4� ��10 2�3.36 1367 '70 920t] 0.5� �,�9 1�73 ��5.11 �358 A5�0 0.56 4.3$ 1728 37$.�2 1349 $0 98A0 0.53 �.36 1742 401.62 1390 BS 5140 Q.52 �.35 1814 482.10 133� 9C� 5900 0.50 C�.34 189A 5�1.67 1323 9� S7QQ D.d9 �.33 i90�i 592.09 1319 iao �000 �.aa a,�� iss� ��e.s� i�os s�ra�� REQUIREd•iENTS DESIGN ST�R��t Maxim�m staraqe ret��ired 1�� owstring 1375 cu,ft. pra�+ided. 3208 c�.fC. OK! I�urnber an�d type of Ilrywells Required �;;;;��;;;:,}.;��S��i��'�'`''''�''='_''"`'' .:-f)�-`=-`_�fo��1� ,,,,;,•rk�b:?�,s��,', i 'i I a PERM T DOCUMENT TRANSMiTTAL Spokane Counly Division of Buildings 026 W Broadway Ave. Zp Spokane, WA. 99260 Project Address: ��-�a �-1` Project -Business Name: 5,�,"5.��,�,� i CONTACT: Phone: Mailin� Address: COORDINATOR: Phane: DOCUMENTS CIRCULATED Flr� D escri pti o n e�uai�a zoni�y �i„� r�an� a� vu�tnts scr�cA 1�� F� c-,l l �s� c,ti►�-�-�- �C" Received By Date of Transmittal: 3�� Circulated by: e b 1�4� �oa��v� cou�vT� EaG��EE� t ADAMS CI.ARK, INC. 1720 W. Fourth Avenue LETTER OF TIZANSMITTAL Spokane, WA 99204-1702 (509) 747-4600 Fax: (509) 747-8913 TO: Date: 3-11-98 Job No: 96-036 Spokane County Attention: Ken Allread Re: Sunshine Terrace Health Facility 1026 West Broadway t�venue 10410 East 9th Spokane County Ref. No. B96108 Spokane WA 99260 WE ARE SENDING YOU: X� Attached Under separate cover via the following items: Shop Drawings x Prints Drawings Samples Copy of Letter Change Order Specifications calculations Co�ies Date No. Descri�tion 1 3-11-98 C 1.3 Drainage As-Built drawings THESE ARE 'TR.ANSMITTED AS CHECKED BELOW: For approval Approved as submitted Resubmit copies for approval For your use Approved as noted Submit copies for distribution x As reyuested Returned for correction Return corrected prints For review and comment For bids due Prints returned after loan to us REMARKS: Ken, As requested by Norm Klamm of Winer, Cooper, contractor building the Sunshine Terrace project, I am sending you a record drawing of the 208 pond changes that were made during construction. I visited the site prior to the changes and again on 3-10-98 to measure the 208 ponds that were constructed along the north side of this project. As shown on the drawing modifications, the two ponds which were constructed are as large or larger than the required 208 pond for the amount of impervious surface and are therefore satisfactory. Please ca11 me if you have any additional questions. COPY TO: SIGNED: L��,/ Patrick J. Kryc� P.� Project Engineer 9 TH E 1�41D BYTE FILEa �l�i'43I�� '�.AR# �A]�FCELED �s �ur�T �i.��rs �€�cEr�r�� J� ti/ V �AFJ�� Related Flle {`�LE-�-9�i�V'�-3-9�� Building T�ept f �b��4f 0� I�at� to Revie�v Obf 121�� T�rne 1�:Oi� �t��i�� R� �re-Appli��ti�n I3at� l�eceived 0�1311�,��G �'roject I�arri� SUNS�x1�E T-iEA�.T� FAC �[)AT�DII�� H[�M� BG�G ��C Range 'Ta�vnship �ecti�n 45204.1Q02 �ITE AI3DR��S 9'rH E 1��10 J�V �1IVER�I�Y1V4� RA'i�'iVI�1VD�� HERA..LI) �A�C�T� t�pplicant's Name MOGL� PHII�LIFS �hone 5�8-7�74 Addre�s IKI�C��OOT} AR�H Phan� 22� �T �A�.L FLQ�D �PC7If�N� �VA 9��01 ��E Silling Narne �uFner ��Jl'�S�HINE HE�LTH FA Engineer �ddre�s Adc�res� 1041� 9T�I �ampany AT]A�5 ��L�4RI� TN� SP�KANE VVA 99�DG Addre�s 17�� 4TH AVE Cit�: �P��A�E,�VA �9�04-�7Q2 �igne�3 1�hone 92�-3�47 Ph�n�fFA� {�0�)747-4�D0 FA� �5�9}7�7-89 Phon� Buildir�g �on.t�ct P�rson: .�eff �orry E�t 103 i�TQ Phone 4Sb-�f75 Dafie Submitted D�scription Is�itia�s r��T� ��s ��v�� i 1�1 I71��E PRIDRITY' ��ES �CEIVED �QFY T� AC��[�I�ITING 1 1 NOTICE TO PUBLIC 1 3 4 fi G4N��LETEI� OR N�E�S T� �I�N�I� I f DE�TGN I]E�TI�TI��V ��I�"�'TED}DATE C��vIPL�TED I�I�I�.E❑ f! 1 1 D1�T� BflI�� R��I��] B��TD ANI�OTJNT R�CEI��D i f DATE B�lI�1D R�LEA�ET) I�ATE AS BUILT RD PLA�IS 1 f f# �]ATE R� P�.�N� AI�PR�VEI� NEW R�AI� STAIVDARD� �1VIAY 15, 1�95) 1 �TA�P�D �vIY�ARS T� PERMIT TECHI�IC�I�T (SYLf�[��.�NNE) APPROACH ��1�I"�f� RO�DIS �]VIDHTI� i �_Y Y PROJECT NUMBER= 96003960 APPLZCATION DATE= 07/03/96 PAGE= O1 THIS IS NOT A PERMIT PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 10410 E 9TH AVE PARCEL#= 45204.1002 ADDRESS= SPOKANE WA 99206 PERMIT USE= BOARDING HOME s PLAT,#= 999999 PLAT NAME= RANGE BLOCK= LOT= ZONE= UR-7 DIST,�= S AREA= F/A= WIDTH= DEPTH= R/W= OF BLDGS= DWELLINGS= WATER DIST OWNER= SUNSHINE HEALTH FACILITTES PHONE=�509 926 3547 STREET= 10410 E 9TH AVE ADDRESS= SPOKANE WA 99206 j CONTACT NAME= !f^� i�"S PHONE NUMBER= 509 r BUILDING SETBACKS: FRONT= 25+ LEFT= 20� RIGH 25 REAR= 20 83� _7L�j1� REVIEW INFORMATION DEPARTMENT REVIEW REQUIREMENT BUILDING STATE DEPT. OF HEALTH COMMENTS: BUILDING REVIEW COOR.DINATOR C FRAZIER COMMENTS: BUILDING PLAN REVIEW REQUTRED COMMENTS: BUILDING SEWER PERMIT PENDING 7 �p COMMENTS: s c�„] ��or� c �7 BUILDING ZONING/SITE REVIEW COMMENTS ENGINEER DRAINAGE.PLAN REQ'D V COMMENTS �-�1..� v' C ��1Z��C.�. ��4�CT o HEALTHDIST INCREASE IN LOT COVERAGE Page 1 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Project: Sunshine Health Facility Date: 6/12/96 Address: E. 10410 9th Ref No. B96108 Parcel No: 45204.1002 Review Pre-App The County Engineering Department has completed a review of the above referenced project. The following information must be provided in order for us to proceed with our review. A) A drainage plan for the site shall be prepared by a Professional Engineer, in compliance with Spokane Coun�y "Guidelines for Stormwater Management". At a minimum the plan must contain: l. Drainage calculations for stormwater volumes generated on site. 2. Calculations for total impervious surfaces contained within the site. 3. Finished grade elevations for structures to be constructed on site. 4. Copy of the proposed landscape plan. 5. A typical cross section of the 208 swale. 6. Calculations to justify the number and type of drywells proposed. 7. Elevation of drywell inlets where applicable. 8. Finished grade elevations at the top and bottom of the 208 swale. B) The subject property is affected by the "Findings and Order" and the "Conditions of Approval" for the following land use action: Spokane County Zone Change No. ZE-8-96 Variance or Conditional Use Permit No. VE-3-96 C) Approach permits must be obtained, after a site plan has been approved, and before the issuance of a building permit, from the County Engineering Department for any new or improved driveway approaches to the following streets: a. 9th Avenue b. Raymond D) The following items must be reviewed and approved prior to the Engineering Department releasing its portion of the permit: Page 2 l. Site Plan 2. Site Drainage Plan 3. A parking and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving as required by the County Planning Ordinance, will be required for any portion of the project which is to be occupied or traveled by vehicles. It is illegal to back out onto the Right of way. E) Utility Condition: Permittee is responsible for arranging for all necessary utility adjustments or relocation as required for completion of the improvement. F) T'he owner of the property or the authorized representative must complete and sign Spokane County Engineers "Agreement to Pay Fees". This document must be returne3 to the County Engineers Office. Plan review will not be completed until this document is executed. This document is attached to these comments. Please return thE completed Agreement to your contact person at the Engineers Department. The applicant or their representative is responsible for including each item that is marked "Required By This Project" in their submittal in accordance with the checklist descriptions. Each item submitted that is to meet the checklist shall be checked off by the applicant or their representative. Your contact person at the County Engineering Department is Doug Busko, 456-3600. Page 1 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Project: Sunshine Health Facility Date: 7/5/96 Address: E. 10410 9th Ref No. B96108 Parcel No: 45204.1002 Review 1 The County Engineering Department has completed a review of the above referenced project. The following information must be provided in order for us to proceed with our review. l. Submit pipe calculations used to size the storm pipes. 2. The plan shows a drywell in Swale D, however, no drywell is used in the calculations. Please clarify. 3. Sign the revised plan and calcs. Your contact person at the County Engineering Department is Doug Busko, 456-3600. ��1�'�+� ��.r�� l��o w. �o�� T�.��'l�'.��'�.� spo�ca�re, v�'A 9��.04-17�z �so�� o� �-s� F�g�7 �c�: ��a��'� ��t� �v�: ��-a�� Spc�kar�� ou�t� �i.'��i�r�: ,�]�ug Busko �e: �unshit�� T�rra�� I�ealth F�cility 1�� 'est Broad�ay �ver�u� 1�}4 T 0 E��t 9th Sp�kane �ounty ��f.1�T�. �9610� Sp��Can� �TA �9�� V� �E �EI�IT�� Y��: Attac�re� Under �ep�.rate �co�er �via �he follo�in� item�: Shop Dra��ings Prints Dra�rings �armpl�s C�py afL��t�r �han�e �rd�r Sp�c��ficatt�� x calculation� Copies ��t� No�. �e�crip��on �6��97 +C 1.2 (�radin� a�� Ilr�.�n�ge �'�an, drain�g� caies TT�E�� A� �`�A�1�SMITTE� ��C�.EI] BEL��': F�r appro��l �pp,r�a�ed as submit�ed x Resz�brnit ccapies for a�pro��1 �'ar �rour us� Appr�ved �s not�d �ub�nit c�pies for d�s�ribut�on A.s requ�ested :R.et�rned far earrection �et�� corrected prints �ar r��i�v� �d cornrr�ent ��r bids d,ue Print� ret�rned after loa�x tc� �s P �1�A�5: Doug, �'�ease note the f�11c��i�rg c�an�es #a #h� basir� calculati�ns and en��osed th� �ddendum information �'or �rau� �e�ie�. �lease let rn� kn�w if y�u n��t� additi�nal it�formation. �0�� T"D: �I�rI�ED= ��c�� Patri��C �h �roject ��gineer ADAMS CLARL� �C. 1720 W. Fourth Avenue LETTER OF TRANSMITTAL Spokaae, WA 99204-1702 (509) 747-4600 Fax: (509) 747-8913 TO: Date: 5-20-97 Job No: 96-036 Spokane County Attention: Doug Busko Re: Sunshine Terrace Health Facility 1026 West Broadway Avenue 10410 East 9th Spokane County Ref. No. B96108 Spokane WA 99260 WE ARE SENDING YOU: X� Attached Under separate cover via the following items: Shop Drawings x Prints Drawings Samples Copy of Letter Change Order Specifications Copies Date No. Descri�tion 1 5-20-97 C 1.2 Grrading and Dra.inage Plan THESE ARE TRA�NSMITTED AS CHECKED BELOW: x For approval Approved as submitted Resubmit copies for approval For your use Approved as noted Submit copies for distribution As requested Returned for correction Return corrected prints x For review and comment For bids due Prints returned after loan to us REMARKS: Doug, As you will see when you look at the enclosed plan, the project has changed a bit since you reviewed it last year. The north building has been eliminated from the project. I have made changes to the basin calculations and enclosed the addendum information for your review. Please let me know if you need additional information. COPY TO: SIGNED: Oc��u/ �i�� Patrick J. Krych �'.E. Project Engineer Page 1 OFFICE OF THE COUN'TY ENGINEER SPOKANE COUN*TY, WASHINGTON Project: Sunshine Health Facility Date: 7/5/96 Address: E. 10410 9th Ref No. B96108 Parcel No: 45204.1002 Review 1 The County Engineering Department has completed a review of the above referenced project. The following information must be provided in order for us to proceed with our review. 1. Submit pipe calculations used to size the storm pipes. 2. The plan shows a drywell in Swale D, however, no drywell is us�d in tne caicuiaLions. rlease ciarify. 3. Sign the revise� plan and calcs. Your contact person at the County Engineering Department is Doug Busko, 456-3600. 1 PERM T DOCUMENT TRANSM TTAL Spokane County Division of 6uildings 1026 W 6roadway Ave. Spokane, WA. 99260 �roject Address: L Project G7� gusiness Name ��l �cn �h �-I .P�c.�=�c.� CONTACT: ,p� Phone g 3 R Mailin Address: N c� e, �I 2-�i COORDINATOR: Phone: DOCUMENTS CIRCULATED Flre tY'A Description BuUdinQ Zo�lnp Enpincorc Hoalth Olctft,,,� Utflitlot SCAPCA C�Q �1�-�-� �,�c..,-�-� QS�1 CL4'�C� C.� P l�( C1 ,c� ,J v �CW� GLCt e� X N t� �1.� �.�n v l�L 1, �.�l+l N A Received By Date of Transmittal: q Circulated by� �r� JUL 0 T 1996 SPO�� C�U't�;�� Eh�GIN�ER PERM T DOCUMENT TRANSMITTAL Spokane County Division of Buildings 1026 W Broadway Ave. Spokane, WA. 99260 Project Address: f 1-, Project �1 �,�i Business Name: l �?r t: �i► r�_. �-c I.,'-h' c-�. CONTACT: r t Phone: Mail�n� Address: COORDINATOR: :��,.1 E .t� �r- Phone: DOCUMENTS CIRCULATED F ,�7r11�:. Descrip�ion Bulldin9 ZoNnq �npl�eero Neatth OICVt„� Ut!llUos SCAPCA f F ��l �t, t �.C.��, Received gy Date of Transmittal: I-�16 Circulated by; G�.� I 1 S 1`�T L� �]TVI51�i�d �F EN�TiNEEi�TNG JL��3 iZ�11�5 DIVS5[pN �7F �Fi� I'il�31�1C �'1�C�1tKS I�E1'`ARl`hi�NT William h. Johr�s, �'.F., �a►rr��y En�irircr 17ea,�tis �vi. S��tt, 1'.�., T�irerlar ��i'1�� 1 L► i' ��7 �IY�INLE�'S �G�E�I�E�iT 1V[JMI3ER T��i a re�rncnt be�tw�etl 5 �k�i�e +�vu��t a�rid ��s�� `ti r�� i f �f� f g c� [r who5e interest in t��e �x�1e�f. is J�� 1_C []W13L'f, H�f:l�ii, elS:.� �s ent�red into ttiis day of 19 .T��s agr�� ys app�i�abl� tv the pr�ject �C�o�r� �s: V �Cf '��at th� indiv�du�ls ar�d pa,rtie� narr�eci herein as h�ving a�n i�te�est �r� tl�� abo�� r��s��ribe� pr�p�rty ar ��ect �gree t,� t��e f��IQwing; Reirra'bu�� pok�n� �c�unty fo� p�oj�ct r�v�ew ��t� in��e�:t�c�n fee� as �p��ie� C��apter 9.14 �f t1�e Spol�ane Cc��r�ty �ode. �1�e fee� wi11 be basec� r�n actual sala�y c��ts �nc��rred �y �pol�ane County for pr�j�ct �evi�ws ar�d 1 or. irtsp��tion� �tus a ter� p�rc�rtt ac�tn�n�strati�fe ��arg�, �nd w�l1 t�e t�i�9ed tn�nthl� as �ccr�ec�. �1_n� �i�l�r�� m��ints �lue, in�luci�ng a�ry ex�enses inc�r�e� Tn t�� c��l�e�t`r�tr �f an o�Terdu� ac.caunt, �t�ust h� �a�� rivr t� the �a��artty's �cc�pta��.� af t�e pr�j�ct f�� 't�i��. �f a�ro��ct is.a�pr�v�d a�dlor �l�d urith l�a�an�e stil! o�vir�g, t��e �npaid �at�n�e ��al9 p�ic� �ith�rr 3fl days �f t�� n�aice d�te. 2. `I`he ��nder�igne� a�ree� t�iat t�ese fee� are cfiue anel pa�rable upo� recerpt of t�je hil�ir�g as s�ec��ed al��ve. �r�y �nvo�ces nat �a�d �vrtthi� c�a�s af the Tr��oic� c��t� �v�l1 6� consid��ed ��1l�quer�t. at�� r�utst�r��l�ng ba�ar��e �n t�e ac�nt�nt f�r t��is �roject ts not pa�d ��itll�t� 3�] da�s ❑f t��e inv��c� dat�, r�Q fiartlier revi�ws af t�� t�jeet docu�nents wi�� be c�nducted t�nti� t�� ntire ac�our�t b��ar�c� p�i�. An� balance �n tl�e a��c��nt for th�s p,roj�ct r�ot �ia�d wit��n �5 d�t�s �f t��e ir�voi�e date �nay r�sult �e�at acti�n r�r the in�t�at�o� af ��her c�il�ctit�� roc�d�tres, incl�i�it�g re�erral tc� a col��ctic�� a�et�cy. The �pon�o� w�l� b� li�b�e f�� a�y �n� al� �xp�nses ii��rred 6y t��e �o�n�� f�� t�� co��eetton af o��rdu� a�counts, 4. T��e ��nt��ly �il�ing shou�c� be �en� to the att��ti�n �f: 1� 11� E �1-� �e A,I�T]�.,L�� 1�` �c� ��I r�� CITY, ST�TE: ��9 �IP �C]�DE: �l P�dI�� I�EY�er�t�nd t��t ��ilur�e tc� �?ay th�s� f�es resLr�t �n dela� in c�mpletic�n or ��prov�i of tlie pro�ect �r otI�er �7�55Ib�� S�i�C��I]S. if tr�i� +�e� �greement is complet�c� b� �om��ne ath�r th�t� t�he Spc�n�or (i.e. project a�vr�er or a princ��a� in tl�e firrrt spot�saring �he �rr��ct), as ��t� E��ir�eer (��SZgi7117� the proje�t, t�hen u�rit��n a,L�thm�i�ation Frvm t�e ��onsor s�ecif�ca�ly �u#1�[��i��n� the A��et�t to �xe��ite t��is ,�'ee �gre�me�tt i� attached tv tl�is �e� I�gre�ment. c �r�r��r�r�� y: �4./ �r IF�J 1 T 1 r (PRiI'�T N�l��) ��i.R1 R ��V 7 T �1 �A7.�A 1...�� l'N�lL�IJI, k1s1f1�greefee.dQC �J1l96 �4Z�S �V �irn��4v�y �ve ��ok�n� V�� 9�60-�1�70 (5�9) 4�G-35U� r�1�: 3��-;�47� 7�1'): �511�) 324-3lGfi .:I 1 ,.;:PR�-��: :..T.. -.U.CTZO�� C..A.� S .�I::��:::�':':�:�:� r�� :D�:TE. ::TI. 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SP�KK�N� CUU��I"Y �f��iNE�R PROJECT NUMBER= 96003960 APPLICATION DATE= 05/31/96 PAGE= O1 THIS IS NOT A PERMIT PENALTIES W2LL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SZTE STREET= 10410 E 9TH AVE PARCEL#= 45204.1002 ADDRESS= SPOKANE WA 99206 PERMIT USE= BOARDING HOME PAC 6/12/96 11:00 PLAT,�= 999999 PLAT NAME= RANGE BLOCK= LOT= ZONE= UR-7 DIST#= S AREA= F/A= WIDTH= DEPTH= R/W= OF BLDGS= DWELLINGS= WATER DIST"= OWNER= SUNSHINE HEALTH FACILITIES PHONE= 509 926 3547 STREET= 10410 E 9TH AVE ADDRESS= SPOKANE WA 99206 CONTACT NAME= MOLLY PHILLIPS �PHONE NUMBER= 509 838 7474 BUILDING SETSACKS: FRONT= UNK LEFT= UNK RIGHT= UNK REAR= UNK REVIEW INFORMATION *****************�r*******�*** DEPARTMENT REVIEW REQUZREMENT BUILDING REVIEW COORDINATOR C FRAZZER �n�-i.',c., i COMMENTS: *******�**************.******.ir**�f'BUILDING".�PERMIT ***.*�***�r****`**�****_**,�********* _,s. .,.�;;C r CONTR.ACTOR= FHONE= �tiYN STREET �'-1t1��' r ;tis 'L 1 ti��- ADDRESS= i NEW= REMODEL= ADDZTION= �'CHANGE OF��USE= DWELL UNITS= OCCUP. LD=, BLDG HGT= 3 STORIES= BLDG W X D� X SQ FT= SPRINKLER= r r, REQ• PARKING= ;#HANDICAP= CRITICAL' MAT=`' .5 t -,."r .i 1 L t' v y ,.,t.�. ti SITE7 `:'�TOPIC CONDITIONS• DEPT� =r{'.BUI=L'DZNG.. ,�r' w j y y y f y 1� R 1[ i{ i� 1L i� i� i� i� 1{ 1f ��C if R i� �`i� 7� �f.i{ li �f 1C �f if ��.�f 1� ��if 1C i� i� i{.1i I�� i{.� ��.iC� l� a{��{ lf l[ ii i�.�� if if i� R i� �f 1 r r �t i .r .a.� 3 p P��.-` .1 r Y i t Y� i y 3 I r u 4' ,t ,`��H2 ,82TT` ALSO: INCI;UDES aPARCEL. 45�20�4:.:140�3 �D a' r y F� r ,z: .k�' r%:, .l'r 1 C l y I A f 1 r r1 .n t C 1 �PROCESSED�.;BY�t'� CAROL•, �FRAZ�IER'� z 4 �r• �i y d 1_, i r �4 1 `e :PRI�N7'ED•+ $Y�t��-- �CAROI;�"�FRAZIER� 1 �1 r r ,f J r f x fJ�• •'?1 }r i r .a :�l( iv Y, r �r p., �n.� 1 f q r t s �{_1f R iS.l� if 1� 7� 1{�7�� R i� i� if. t, i ��7�.i� li �C i{ i�.�f i��l{ �.iC i{'�r 1� �r i� I� 7� l[ R i[ 1 e 0 r, ***�'�"�'.**+'k**** �LOV iv i p t F e 3 i 1 'h ,s. 'r' l.- �r. r c Y r r I r. i i F i c�• ?t_ r r�'� :d �c K 'r, J E' 7 T u f .r 1 1 i�a. l ,1 i, i, r t r T y p �t 1,,� ,y i j Y t V 9 i i .S';' 'r �d.N�... F :CS y .�f. r 1 i t• y t S ;j `r i 24" 1 /2' BATT INSULATION 48" 1 /4":12" 1 /8°:12" RIGIO INSULATION ASPNALTIC PAVING `��_...L� 1234 $QQM F ROOM N�MBER 0 CIRCULATION ROOM NUMBER 1 COMMON AREA FUNCTION 2 SERVICE/SUPPORT WING 3 STAFF/ADMINISTRATIVE 4 MECHANICAL/ELECTRICAL 5 RESIDENT LIVING AREA 6 RESIDENT BEDROOM 7 RESIDENT CLOSET 8 RESIDENT BATHROOM ��C� 0 D E� A N A L Y S I S S U M M� R Y BUILDING� INFORMATION S[TE INFORMATION (se�, averall site nl,. ZONING: UR-7 L'C� Care) OCCUPANCY LOT SIZE: (including Parcel 1& 2) 6.9 ACRES CONSTRUCTION TYPE V— 1 HOUR 301,646 SQ.FT. STRUCTURES: ��.TWO �STO�Y �t�AX.' HEIGNT EXISTING: SKILLED NURSING FACIUTY a 'CO�IPLETELY FlRE ��SPRINKLERED PROPOSED: CONGREGATE CARE BOARDING HOME FUTURE: ASSISTED LIVING FACILIlY TRANSITIONAL COTTAGE BASIC ALLOWABL� AREA: 10,500 10,500 STRUCTURE FOOTPRINTS: STRUCTURE PERCENT OF LUT COVERAGE: INCREASE.: FOR .MULTISTORY: ��INCREASE:� FOR SE�PARATION,.ON 4 SIDES: 21,000 EXISTING: 40,600 EXISTING: 13.46 r INCREASE FOR_ SPRINKLERS:, �000 PROPOSED: 20,115 PROPOSED: 6.67 TaTAI: =�.ow��E aR�: 84 ,000 SQ. FT. FUTURE: 28,700 FUTURE: 9.52 2 160 0.72 TOTAL: 91,575 SQ. FT. TOTAL: 30.37 9� (55 MAX. ALLOWABLE) r;_ B(�iI:�ING° AR�A..�. FtRST� •FLQOR:�. STRUCTURE HEIGHTS: (35' MAX. ALLOWABLE) 20;038 EXISTING: �19 ;;.S�CON�. FLOOR: �.4►1 RO OSE �N 3.4,195.�SQ P P D: 26 i �,��ti,,,, FUTIIRE. �33'-11" :yt X`' s+��w,yt��,,� ��N^.',-- ••:�n�j`i�':. i• '.'s=� �i e v4�� t r �"''�'r _ylt 1'1� N�fy�?�,�� .t'•'_. ��'L' 4`, t .'e:' E i .r f.. i'w �•j�'. ��t: xY� ^J;.<:.��,:j�,:: j,� STRUCTURE REQUIRED SET6ACKS: ;.y��.iir" „_pti'�ry./ (C�.f;' t r i��-f "t.: ti, e t �.i�.' 55 0' FR0�1:'CEIVTER OF� .ROAD Y M. tiif: r y� h j e t. Y)!�.•'-••:;�' FRONT .YARD �.v��,r�,��;; i t. SIDE�� YARD.: 5'. PE� ��STOR'Y 10.0' i •;1� �Ffi hy :C... .a lhl' r� :;�(e ..i d.�: w i t:, FI.ANKING �S1'REET YA�Q. 55.0 FRON O.F ROAD� J �CElVTER� r 11 t t.��i��i� .VC�'•+��' d ,�T, �1 •^��rct:�+�4��':�t.:��,�: ��►=i:1: REAR� YARD: ,�r,. 15.0, ''y c 1. C. J u 1 __r-- .•.r- r r- as hing�o�- po kane s �a st`�t T a. I, R C os�- T• �Sac►otes, PS irkwood A��hite�t S�ite 2� 0 r K N W o �l Stree g 9 24 tnc 22 okqne Washin9� K� AIA Nea �th Foc�l��. Sp �p�t.A, nsh nue ��HITECT� pH�t�.►PS, A1A Sv�� 9 th p,"et�n gg206 �QN-�p��1: M, 1 Was h,ng _7 4� 4 SP° 47 �5pg} 83$ i9 50g� 926�' F q.56 5 g22 _g 119 �FaX} N Clarke ��NAG�= Adp s w, 4th Ave+��e T1�N 1720 in ton g92�4 RS C��'�' ersh+P okone Wvs �H er PO�� e Sv�te a` K Sp Winer �O A��nu CpN�CAC�i PAj 2 525 E 2 gt h �g 7 47 464fl Qnet waShingt�n WINE.� t _g9 Sp 1ACT� g R ��ax) 747 448 C g� 1 p F X .448 N��N� man E pPL �on w t�a� g 92p1 C�NS�1� ane washington N �C _SextQnt S PEQE ko�{ �pNTpCT:� fl�� 402 e E pr .gU tan gg2a2.. 28 2994 w �;5� _2gg9 s erve.co'm Sp°kQn�� M�1.�„ER C"�ax} 32$ .37� �pNTp,CT. �:mQil .'�02 �g_3�18 `E (5p9} r 35?0 F x 624 ti .j' :vt ~j a. J y,b,at.��Y�„�.�1',• .j. y i. "r :`42rr.F: j 1� ,C. �e' c Y .'t�.' 1 c:��Q� f l,:, j i i� �',k:tq �rt •c ��_t '��j�,4:..•pC• f �t •i�'�;� 1 �Yr�: -'t' '1.. pi� ;h(M s 1, y ...:'Ya•.:. F 3 'i •'•�'�>��,=��t,'f,•:l�:t'a.�..+Y�• r� e `��V: K,� F. c: 't' `�n=,yw':Yi°;j_ t: J' t� f"'. f., s y .i:.{� •4 �rr f' �..w ACTION: S SCREEN: ANFO U� �D: CARB ASS�SSOR'S INFORMATION DATA SC�.�iv= JURISDICTION= 11�YR= '97 ROLL= RE PARCEL= 45204.1002 OWNER HUDSON ETAL, B FIELD BOOK: 00749A OP STREET I 10410 E 9TH AVE I ACO: AD 93-1125 ADDRESS I SPOKANE WA 99206 I ACTV: STAT: A EXMP: EXMO: SITUS 010410 E 9TH AVE I ADDO: N SASS: Y ADDRESS I SPO TAX DISTRICT: TD1400 I PROP:�6521 LEGAL: UNIVERSITY PL PT UNIVERSITY CAMPUS.TR E460FT OF N 660FT EXC W100FT OF N140FT &EXC BEG AT INT OF CL OF lOTH AVE WIT H EL TH S23FT FOR TRUE POB TH W141.9FT TH S307FT TH E141.9FT,T H ASMT TOTAL� MKT-LD CLS-LD BLDG-1 OTHER 0%R METHOD. BOE/SBTA: A FINAL ASMT 2, 813, 800 193, 600 0 2,.618, 500 l, 700 N $EXEMPTIONS: 0 TAXABLE 2 813, 8 0 0 SALE- 10 6518 2862. DATE 03 31 65�� 'INST:. 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'i',.i' y r P' 1J 1 t i 1 a ACT I ON S S CREEN ANFO U�� D: CARB AS��SOR'S INFORMATION DATA SCR��N JURISDICTION= 11.YR=�97 ROLL= RE PARCEL= 45204.1003 OWNER SUNSHINE HEALTH.FACILITIES FIELD BOOK: 00749A OP STREET 10410 E 9TH AVE I ACO: ADDRESS SPOKANE WA 99206- ACTV: 'STAT: A EXMP: EXMO: SITUS I 001006 S RAYMOND RD I ADDO: N SASS: Y ADDRESS SPO TAX`DISTRICT: TD1400 I PROP: 6521 LEGAL: UNIVERSITY PL PT OF UNIVERSITY CAMPUS TR PTN OF UNIV ERSITY CAMPUS TR BEG AT INTERS OF C LN OF lOTH AVE WITH EL OF U NIVERSITY CAMPUS TR TH S23FT FOR TRUE POB TH W141.9FT TH ASMT: TOTAL MKT-LD CLS-LD BLDG-1 OTHER 0/R� METHOD BOE/SBTA: A FINAL ASMT 32, 500 32, 500 0 0- 0 N $EXEMPTIONS: 0 TAXABLE: 32,500 SALE- 10: 9201 1963 DATE:�_�;=,07 0_8 92 INST: WD TRAN: 0. PRICE: 29, 000 SALE- lo: DATE: INST: TRAN: PRICE: S, :e Jr r�� ,',,•'a=. r ��L �t�f` i' .i. d ..t .1rh r iq :I-` �f' �.u,..� t v, ��,t� 't.�`f" �1 ti� 1 a f w 1. V o I+ i 'I j1 'i+, 'ti t .t'� i T l 'j ;i� 's, 4.y. 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