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Hard File Scanned ~ City of Yelm 105 Yelm Avenue West -p 0 Box479 Yelm, Washington 98597 (360) 458-3244 May 6, 1996 Re: On-Street Parking Prairie Heights prairie Creek parkview Huntington Green Crystal Springs Estates Dear Property Owners, In the past few months questions have risen concerning on-street parking in the above referenced subdivisions with inquiries to the Public Works Department to clarify thi~s issue. After extensively reviewing the existing roadway conditions in these subdivisions, the City has reached the following conclusions; * Road widths of twenty four feet (24'-on) do not allow sufficient width for two driving lanes of twelve feet (12'-on) each and on-street parking * The narrow road widths will not allow for the passage of emergency vehicles such as ambulances or fire trucks if vehicles are parked on the road. * The intent at plat approval of allowing road widths in these residential subdivisions was sufficient off-street parking would be provided at individual lot. the narrow that each * Subdivisions without curbs, which have swales, rely upon these swales to provide stormwater runoff treatment as a part of the drainage requirements for each site It has been reported that severe damage to these swales is resulting from vehicles using the swales for parking. Please do not park in the swales. * The City of Yelm will monitor these residential subdivisions and respond to complaints. * lW:yckd ~r 2 . In the inte~est of safety' as well as the protection of the drainage swales, the City of Yelm is requesting that there be no on-street parking in the above listed residential subdivisions. Your cooperation will be greatly appreciated. Thank You. If you have any questions or comments feel free to call my office at (360) 458-8499. Sincerely, lS:;m~ Public Works Director . cc: Kathy Wolf, Mayor _ Shelly Badger, Chief Administrative Officer Glenn Dunnam, Chief of Police Civil and Structural Engineering 420 Carlyon Ave Olympia, WA 98501 (206) 352-2477 Il e:'n~f'o:n .C"O 0 k f' P. E . November 4, 1993 Ty Peterson, Planner 105 Yelm Avenue W Box 479 Yelm, W A 98597 RE Approval of engmeenng for subdIvIsIOn "Crystal Spnngs Estates" Dear Ty, Enclosed are five sets of constructIOn plans wIth constructIOn manuals for constructIOn of the subdIvIsIOn "Crystal Spnngs Estates" Also enclosed are three sets of revIsed storm dramage calculatIOns along wIth test data m support of redesIgn'ed storm dramage Please reVIew and return one set of mark-ups so I can reVIse the ongmals for sIgnature and request a preconstructIOn conference Thank you for your consIderatIOn and support dunng the desIgn development phase Very truly yours ~ CL-- Benton S Cook encl cc- Harry LewIs file 329 If u n u .~ ,<-:..;~. ':> '~'~::"",,"""'.' . "B e'h too ~'",C 0'0 k, " P. E" 420 Carlyon Ave Olympia, WA 98501 (206) 352-2477 '" Civil and Structural Engineering LJ I'-, , LJ n u CRYSTAL SPRINGS ESTATES CONSTRUCTION MANUAL PROJECT 329 Ii L; n U A 20 LOT SUBDIVISION IN YELM WASHINGTON FOR HARRY LEWIS II LJ 'I TABLE OF CONTENTS u Street construction Stormdrainage (incl erosion control) Water distribution STEP sewer system 1 10 18 31 n. LJ II LJ n LJ APPROVED FOR CONSTRUCTION r'l u 'l LJ CITY OF YELM ENGINEER DATE iJ' V LJ n \1 LJ 11 u n U\ II j LJ rf ~ If u r\ LJ n L;J r1 LJ THIS WORK SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE CITY OF LACEY DEVELOPMENT GUIDELINES AND PUBLIC WORKS STANDARDS EXCEPT AS SPECIFICALLY DETAILED, CALLED-OUT, NOTED OR SPECIFIED OTHER THESE STANDARDS ARE HENCEFORTH REFERRED TO AS THE CITY OF YELM STANDARDS OR SIMPLY STANDARDS (I Li n LJ PORTIONS OF THESE STANDARDS ARE REPRODUCED IN THIS CONSTRUCTION MANUAL FOR CONVENIENCE OF THE PARTIES INVOLVED IN THE PROJECT THE COMPLETE DOCUMENT AS STATED ABOVE IS INCLUDED IN THESE CONSTRUCTION DOCUMENTS BY REFERENCE PER THE ABOVE ;1 LJ r) d r: o n Section 1- Street Construction LJ Included in this section are r^] 1- General notes (street construction) from the Lacey Development Guidelines and Public Works Standards. General notes (street lighting construction) from Lacey Trenching details pages 7 & 8 St. dwg 4-23 Precast Concrete Monument WSDOT Std Plan H-12 Mailbox Installation WSDOT Std Plan K-1 Traffic Control Plan u fI \ D" 2- 3- 4- 5- 6- n LJ n LJ n Lj 0, u ') \ U I '\ \ l.-J r1 TRANSPORTATION u( n LJl r'l I W 1. n u 2. II U r\ 3. '1.....1 n WI 4. i'J \ LJ Ii d( 5. r'1 I U 6. n LJ 7. r^] GENERAL NOTES (STREET CONSTRUCTION) All workmanship and materials shall be in accordance with City of Lacey standards and the most current copy of the State of Washington Standard Specifications for Road, Bridge. and Munidpal Construction. The contractor shall be responsible for all traffic control in accordance with M.U.T.C.D Prior to disruption of any traffic, traffic control plans shall be prepared and submitted to the City for approval. No work shall conunence until all approved traffic control is in place. All curb and gutter, street grades, sidewalk grades. and any other vertical and/or horizontal alignment shall be staked by an engin@€ring '61" sl.lrvey;ng firm capable af perfarming such 'WOFk. ALl c...:: ,'-J s; \.a' .D c:; c.)(2. v Ie: Y 0 e.. . Where new asphalt joins existing, the existing asphalt shall be cut to a neat vertical edge and tacked with Asphalt Emulsion type CSS-1 in accordance with the standard specifications. The new asphalt shall be feathered back over existing to provide for a seal at the saw cut location and the joint sealed with grade AR-4000W paving asphalt. Compaction of subgrade, rock. and asphalt shall be in accordance with the standard specifications. Form and sub grade inspection by the City is required before pouring concrete. Twenty-four hours notice is required for form inspection. See City of Lacey Development Guidelines and Public Works Standards for testing and sampling frequencies. u 8. The City manufacturer and installs street name and regulatory signs at the contractors/developers expense. Signs shall be requested at the time construction begins. Ii LJ 1\ Revised: May 3. 1991 o _/dft04 " LJ n LJ r'l ,_ ( LJ n , , Li 05/91 4-3 2- f"I. LJ ri ~ ( 11 LJ <'" LJ n U 2. {J W ,n u 3. r[ \ t W' r1 Li n L} ( \~ U 4. n LJ ~ LJ Il, LJ rl vl 5. r [ \ ~ n \ u rj( \ ! u r) u 05/91 1. TRANSPORTATION GENERAL NOTES (STREET UGHT CONSTRUCTION) All workmanship, materials and testing shall be in accordance with WSDar / APWA. MUrCD, NEC or City of Lacey Development Guidelines unless otherwise specified below. In cases of conflict the most stringent guideline shall apply. Electrical permits and inspections are required for all street lighting installations within the City of Lacey The contractor is responsible for obtaining said permits prior to any type of actual construction. These permits are available from the Building Department at Lacey City Hall. A clearly marked service disconnect shall be provided for every lighting circuit. The location and installation of the disconnect shall conform to National Electrical Code (NEC) and City of Lacey standards. The photo cell window shall face north unless otherwise directed by the City The service disconnect shall not be mounted on the luminaire pole. The service disconnect shall be of a type equal to a Meyers MEUGL-M100C-UM or Unicorn CPIIIB-01113A service, 120/240 VAC, 103W, Caltrans Type 3B with contactors, photo electric cell and test switch. All service disconnects shall be used to their fullest capabilities, i.e.. ma:x1mum number of luminaires per circuit. AlllIghtlng wire shall be copper with a minimum size of #8. All wire shall be suitable for wet location~. All wire shall be installed in schedule 40 PVC conduit with a minimum diameter of 1-1/4 inches. A bushing or bell-end shall be used at the end of a conduit that terminates at a Junction box or luminaire pole. Conductor identification shall be an integral part of the insulation of the conductors throughout the system I.e., color coded wire. Equipment grounding conductor shall be #8 copper. All splices or taps shall be made by approved methods utl11z1ng epoxy kits rated at 600 volts (i.e., 3-M 82-A2). All splices shall be made with pressure type connectors (wire nuts will not be allowed). Direct burial wire will not be allowed. All other installation shall conform to NEC, WSDar / APW A and MtrrCD standards. Each luminaire pole shall have an in-line, fused, water tight electrical disconnect located at the base of the pole. Access to these fused 4 - 39 ~ F~I./T4G-tZ. PoU:2'(" - CeJ../1/Zr;:C6/../ ~G- # Mge- /,2..-0(1) \.JI,H /'1o-AD-r2. Ae.t1 ~ . !1-..~ItNA.L p,,~ - Cte~6J..t CATA-LOG- ~ l'-"I~ - I-Lll "3) 'f! t-r-l-l t-tto-AI::?:-f3 A-~~ r30LT PA-TTtE:t2..N 0 r-- ~~ ~e.. FOG-I:: I r-:>o I0Ia e,. ~~FQ te- It A l-J G~ t-4A-"-lcJ~L- SPM ID2-f::>. le[C). rr o r'"'1 LJ' (l u disconnects shall be through the hand-hole on the pole. The hand-hole shall be facing away from on-coming traffic. Additional conductor length shall be left inside the pole and pull or junction box equal to a loop having a diameter of one foot. Load side of In-line fuse to lumlnalre head shall be cable and pole bracket wire. 2 conductor, 19 strand copper # 1 0 and shall be supported at the end of the lumlnalre ann by an approved means. Fuse size, disconnect installation and grounding in pole shall conform to NEC standards. 1'1 LJ [~ W M Approved pull boxes or junction boxes shall be installed when conduit runs are more than 200 feet. In addition, a pull box or junction box shall be located within 10 feet of each lwninaire pole and at every road crossing. Boxes shall be clearly and indelibly marked as lighting boxes by the legend, "L.T." or "LIGlITING". See WSDOT standard plan J-11a. 6. .LJ rl, I I V o ~i 7. All lighting poles shall have tapered round shafts with a linear taper of between 0.125 and 0.14 inches per foot. All poles shall be Hapco 50700-005 or 50700-006 for single arm and Hapco 50701-010 for twin ann or approved equal. In existing developed areas, the City may approve/require use of other poles to establish consistency within the developed area. rr oJ 'i U 8. Mounting heights, ann length. power source. lumlnalre. and bolt patterns shall be as follows: A -LJ ('?b I l-'r2.0NIAG-~ POL...\C.S 40 ft.. 1251 I~~AL- POL-&::S g ft. 240 V AC. Single Phase. 3 Wire 200 Watt. High Pressure Sodium Flat Lens Medium Cutoff I.E.S. Type 3 Distrtbution \ I 4 Bolt. '312- Diameter Bolt Circle fl o Mounting Height Ann Length: Power Source: LuminaJre Type: r"i u Bolt Pattern: 11 J 9. Cement concrete bases shall follow WSDOT Standard Plan J-1b. Sheet 1, Foundation Detail. Conduit shall extend between 3 and 6 inches above the concrete base. il tJ H J rl V rI I "---.l (I L1 4- 40 ( () l 05/91 4 -------- ) -:t ~ ~ 1 ~" ~ -:z ~ \j ~ (l u -"I ~ ~:aI"'\O::> ""'l"' \- ~''""' ~ 1 =... I ~-~ 9'CI ~ ..J -'\ J .(1 u ~ 1d) ~ td ,(l \d n ~ l)"j ~t ~Ul 0 if III (Jl , I ~-)<~ Jl \1l - ~ \ \; LJ 11 , w ;-'j .L-l d)~ :> . o~ \91 (0 l' 6 ~5~ ~t :l 1110 (J) ,0, J r" \ 0' h J '^" I-~ ~ ("1 ~ ~> \tt ~~ t ... 2 01 ---~ h J --------- J* ~~u ~[ 1 ..J -l I W ~ W <'\ U rT I--.J n U n ~ ~ ~~ r1 -Li ~ n ~~ LJ n ~ij) 0\ jf A .0 n ~.Ji h ~ .,..; u ~ ~ ~ ~ ~ :(.J q 25~ 4 "q ~~ d ,. ~;a",cr::> N\~~ <OS~ S'CJ :t ~ ~ ~ ~ - ~ tQ -:i ~ ~ _ ~ 1 t\l3 .... "' J 01 ,; 300-::> ad 1 ~ J lJ) ~tii O~r ~\Il(f ij)OtO ~1~ 20~O cr~ (( ~~ ~" '\ \ V N J ( ;--;, ~ ) 1\ LJ ri- \ W r) U " 0 r-f 0 h Li '-T I~) (1 L.J 1;> LJ\ - rl LJ '1 LJ 1\ \ \.)' (1 u r;. LJ ('-1 \ Li .{I DC423.DWC U BRONZE PLUG MARKER CYLINDRICAL CEMENT CONCRETE CASTING 9-3/4- 8- 01 . MIN. 13- 3-1/4- J ,f ~ 10-1/'- .'A. MIN.~ ," GENERAL NOTES: MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE CASTING AT 28 DAYS - 3000#. MAXIMUM AGGRETE SIZE TO BE ,". CITY OF LACEY. WASHINGTON DEPT. OF PUBLIC WORKS PRECAST CONCRETE MONUMENT OWQ. NO. 4-23 aTY ENON:ER DES. LRW OWN. GGW CleO. BFB DATE 4/10/9' 7 CF~ l J r j t 1 C/,J l-J t .) L J L J r- ~ l } C ~ l-~ -~. L. -' ,- \ . \~ - '-! ( fROtH VI[W SIDE I/U rtPE. 2 O.lultip\e BoX Instollatlon) ~. 11M. ~. wtl I/IOIbOx slle I.\~or 1 SuPpQRl SPAC~1i see I1etollfX,j :,. 1'0.0.\4 Q098 t, .. .- or 4' x ...ood post '" 1&" note \I r.;- .... :.. ;.. 1 ype \-{) 1 'ipe I~S \Double) lSlnQle) front VIew SIde View l'1?E \-0 or \-S tSinole or Oouble Bo)( Instal\otion) ~1ilQ \IQ\tlOx 61le 1.\ ~ or 2 see deton~...," l' 0.0. \4 QOQe t\be :r or 4' x 4'.oo<! post'" 1_ note 11 t4,.\... ~~S .,.,u.1,...L- e.~ \ I-l':;" ,l. \... ~ 0 W \.. H -r # .z; r::-eo.:>-r 'F~ 0 'F l' ~ ~)(. \ i,J ~to1- 0..) L-t.O OS """.:> \ I' Crt \ J ~'"~ I U- po I H-G: '\0 AA:)~- "F s t~vJ~~ · jl1ft' IAUtf\er c\Ollll>S -'l'Itl-t.,,\st plate lSee detal\l Alt.1yp9 1-0 Alt 1'ipe 1-5 \Double) tSln~le) front Vie" Side View Al1E.RNA 1E. 1'I'PE. \-0 Or \-5 15\nqle or Double Box Instal\otiOn) .- -r~ ~ \0 ~. 11M .l \' lI1ll .~ \. -~ -see delOIl' 121~ x ~'h bOlts .Itll 2 tlot ."QSlI8f S · \$)Cl'.l'Alt MAILBOX INSiALLA110N .....,-. tu.n lJlPoIIII1"" at ,1UffI'CI"",1- o.~,.......... e4,r{ ra9~ ,..t~ CIl'ftt~ ~ . _, JaOUO" ~ 10. I~B 1 S1ANOARO PLAN H-Q Sheet \ of ~ sh86lS iJ l J c..~ ") C 1 I L~ t J '- C J,. tJ (_J) t J <-~ ~J, \.-.-- ./ -..-/ ~. ( ( ..,zo- " ..,to - TO ~tlO L-- . .. c~tlt\.\l\"," ot".as .... ,\JoGGt." ~1\"[ OPE,,"110" Of S~O"l l'1PIC"\.. .,,"\..\C"l\Otl - 01' [ "OAO"''''1 ,,1'10 FL:.GGI1-IG _u n.. " 1..,0 _\....N .. ~ t\ \ \ JU--- ---r ~ ~ \ ~.. \ ,a \ . '\\ II. \\ \ \ ,\ ,II \ . \_!,. l \\\\ ~~' ,,~[~ ..,to-" ..,to-TO - SIGH sP..ClNGo y. ft....Ol. !)O/!l!l MP~ 1000' t [.pr.....Ol. - 40/!>!>1oAP~ !loO't "",01 RoOO' $r\)CIft "r'."ol' \)rbOn s,r.." 2.!l/~!lIAP\'l z.!)O't "..illanI\OI & &1I,in." Ol.,rl<:" iR~ff\C CON_i,:?:..~:~.~N """",,'fIII1',uft -- ...~..,..,,--~ ~ ..l- J..1--''' #,. ~ ....,.' __ ... ..."'l' "..". ~tl'-'t' It ~ $1"1-10,,"0 Pl."" ~-\ rr w r'I o r'1 l~J '! Li "'1 I l.-J r') u rI u /l ~ N u {?1 "...1 '1 u Section 2- Stormdrainage Management If l.) Included in this section are r] u '! U 1- 2- General notes (Storm Drainage Construction) Drainage and Erosion Control Supplementary Specifications <I L-) 'I u 1\ I V \) 'L..1 ~1 \ U Jl) ~ \,.J 'i ".-.J ( {'I I) "1 o ( t I u r-) ~ J\ !...J n 1c..J r-l td /.1"'1 ,~ ( f'l , V f-t LJ r<1 V 'I Ll (") '0 N LJ ("'l L---1 ~ ( 'Ll A u 1. 2. 3. 4. 5. 6. 05/91 STORM DRAINAGE GENERAL NOTES (STORM DRAIN CONSTRUCTION) All worlananship and matertals shall be in accordance with CIty of Lacey standards and the most CtUTeI1t copy of the State of Washington Standard Spec1flcatlons for Road. Bridge and Munidpal Construction (WSDOT / APWA). I I Temporary erosion/water pollution measures shall be required in accordance with Section 1-07.15 of the Standard Spec1flcations and the Drainage Design and Erosion Control Manual for Thurston Region Washington. Comply with all other permits and other requirements by the City of Lacey or other governing authority or agency. A preconstruction meeting shall be held with the CIty of Lacey. Construction/Inspection Department prior to the start of construction. All storm mains and retention/detention areas shall be staked for grade and allgrunent by an engmccr.ag or 3Urvey'.ng firm eapable af penarmmg IUch WGrk; A. L- IG 12: r4-s- \zc> s'oe.v,,:;, "de.. . Storm drain pipe shall meet the following requirements: A. Plain concrete pipe confOrming to the requirements of AASHTO M 86. Class 2. B. Reinforced concrete pipe confornung to the requirements of AASHTO M 170. C. PVC pipe confornung to ASTM D 3034 SDR 35 or ASTM F 789 withjoints and gaskets confOrming to ASTM D 3212 and ASTM F 477. D. Ductile iron pipe confOrming to the requirements of AWWA C 151. thickness class as shown on the plans. 5-3 IJ rf- w r, u r1 \ (-.J E. Polyethylene smooth wall pipe per Advanced Drainage Systems (ADS) N-12 constructed per WSDOT/APWA Standard Specifications 7-04. r) -L) Special structures. oil/water separators and outlet controls shall be installed per plans and manufacturers reconunendations. 7. A L) 8 Provide traffic control plan(s) as required in accordance with MUrCD. r) U 9. Call underground locate line 1-800-424-5555 minimum 48 hours prior to any excavations. rj v c on points will be rior to distributing ('l 1 . ns require "field vertficati exposed by contrac notices. ui Revised. April 24. 1991 r-l ww/dev05 LJ n ,U ('-4/ -LJ i, u\ "-1 u f\ , u (' ') 'Vi fI LJ 1" LJ ri u ( 1 .---.1 5-4 ( ~ 05/91 I Z. ~ ~j "'4 .'.-J ,. ~~11 ,j n DRAINAGE AND EROSION CONTROL SUPPLEMENTARY SPECIFICATIONS LJ ,\ l~ The followmg four pages are those portIOns of the DRAINAGE AND EROSION CONTROL REPORT prepared for thIS project by the project engmeer These pages are mcluded m the project constructIOn manual as they are the portIOn of the report specIfic to the constructIOn of the work. These pages are mcluded as part of these followmg specIficatIOns <) .w .-, \J r\ ~ Manufacturers data for each component of the dramage system, mcludmg seed mIxture, fertIlIzer and mulch shall be submItted to the project engmeer (m tnplIcate) for approval by both the project engmeer and the CIty of Yelm. The contractor shall allow at least two weeks for reVIew of these submIttals. \-.-1 IJ yel V ,~, The system shall be constructed only WIth approved component matenals -LJ I I...) ConstructIOn stakmg necessary for the work shall be done by a lIcensed surveyor and shall be m place pnor to begmnmg work. Stakmg shall be offset suffiCIently to enable the work be performed WIthout the need to dIsturb the layout. f, !"'-1 *.,.J u ErOSIOn, mud and/or dust control measures as outlmed (and addItional as condItIOns warrent to control the worksIte) shall be put m place as the first Item of work and theIr effectiveness mamtamed thru-out the work. II .(\ J ~ LJ -( \ u ,~ .LJ ('-I J ~~ ~ ",.J r'I LI ri I.J n EROSION CONTROL DURING & AFTER CONSTRUCTION u rl l j r'\ Pnor to begmmng work the contractor shall construct a stabIlIzed contructIOn entrance per Thurston County Dramage Manual figure B 16 AddItIOnally the contractor shall clean CIty streets of exceSSIve dust, dIrt and mud as may be caused by hIS operatIOns. rr 0, l.J ~\ The contractor shall employ such dust control measures as necessary to preclude airborne dust leavmg the work sIte Petroleum based dust pallIatives shall not be used. '--.-J " JJ rI All catch basms shall have a filter fabnc fence mlet filter per TC dramage manual figure B 9 from time of mstallatIon until bIOswales are fully developed mcludmg the growth of a vIgorous stand of grass In addItIOn CB grates shall be set over a swatch of filter fabnc also to remam untIl swales are fully servIceable -<'1 \.-1 -<-1 :-;> l..J The contractor shall, usmg straw bales, filter fence or other methods as necessary, preclude exceSSIve run-off and sIltatIOn occumng on neIghbonng propertIes dUrIng the course of constructIon f'Z1 L..J f"\ t,J Slopes, backslopes and stockpIled earth matenals shall be armored WIth polyethylene sheetmg If necessary to protect the surfaces from ravellmg or to prevent stockpIled earth becommg unuseable due to exceSSIve mOIsture content. '\ J 11 u -( \ i..-J '1 , I l-.r " --1 ,4 r--; l.J rl L) n \-.-J MAINTENANCE DURING & AFTER CONSTRUCTION 1\ w Roof run-off at each lot shall be treated and mfiltrated per T C dram age manual figure A14, or other means WhICh won't delIver addItional load to the mfiltratIOn gallery system. 11 U r-') u '1 Dnveway entrances shall be lImIted to a maXImum WIdth of sIxteen feet, wIthm the ROW Dnveway entrances must be constructed to match the transverse profile of the bIOswales at the pomts of crossmg, or over culvert pIpe matchmg swale mverts Grass block properly supported IS the preferred matenal for constructIOn of dnveway crossmgs at bIOswales u Ji '--' r^[ BIOswales need to be mamtamed m such fashIOn to ensure the vIgor of the grass and ItS effectIveness m treatmg and passmg the run-off Some cntIcalItems are mowmg (by the frontmg property owner), fertIlIzmg penodIcally, lItter & sIlt removal as they occur Care shall be taken not to over-fertIlIze the swales. 1J .{'l ,-1 rr , LJ L) Catch basms need to be mspected and cleaned annually to prevent sIlt entenng the mfiltratIOn gallenes. Streets ought be swept penodIcally as a further measeure to prevent sIlt and debns entenng the gallenes n ~ ~.J " ,U 1--\ w ': LJ ". ~ LJ Ii LJ (, LJ ,~ '7 ~J r-., {~ <'I l~J CONSTRUCTION INSPECTION FOR GALLERIES II w r, Manufacturers data sheets (catalogue cuts, gradatIOn test results, etc ) shall be submItted for approval for permanent matenal components of the mfiltratIOn gallery system. Included are CB's, frames & grates, dram rock, pIpe matenals and couplers, and filter fabnc. 1t, l j w r'I LJ The work shall be mspected penodIcally to venfy the soIl structure IS as expected and m keepmg wIth the desIgn permeabIlIty used for thIS proJect. These mspectIons shall also be used to ensure the constructIOn techmques used aren't madvertently creatmg condItIOns adverse to the mtended performanceof the completed system. A specIfic schedule of mspectIons IS mcluded at the end of thIS sectIOn. F\ z.J y", \..J '\ InspectIOn shall also be performed to ensure complIance wIth the desIgn drawmgs as approved for constructIOn. TYPIcal pomts of mspectIOn WIll be venficatIon of complIance of; permanent matenals, lme and grade of mstallatIOn. InspectIon wIll also ensure gallenes are constructed to full cross sectIOn. n \ J u 04 I ~ Lay-out as necessary to properly construct the system shall be done by a lIcensed surveyor wIth expenence m constuctIOn stakmg N( ..0 '"1 J..J 1" w '1 LJ 1" } I-J 'i LJ {'I \ U \~ ~ \.-J 'I c.J {\ LJ' 'i vJ SCHEDULE OF INSPECTIONS TO BE PERFORMED BY THE PROJECT ENGINEER The followmg mspectIons, and possIbly addItional mspectIOns dependmg upon condItions at the time of performance, shall be performed by the Project Engmeer The contractor shall gIve the Project Engmeer at least two workmg days notificatIon pnor to each mspectIOn At the time of each mspectIon relevant constructIOn stakmg shall be plamly eVIdent to enable the project engmeer to determme whether the work IS to lme and grade /' \.J I) w 'l l.) r-, ll_.-l 'I 1-.1 7'\ i , ~J 1) o n 1-..J1 rJ\ ,..J '-i LJ .!\. v il I U <' ~ w M LJ (\ J 1- Each gallery trench shall be mspected upon excavatIOn to full cross section over ItS full length. At the start of gallery constructIOn for the project the procedure shall be observed for complIance wIth both desIgn details and mtented performance of the system. ThIS mspectIon shall show placement of filter fabnc, dram rock, perforated pIpe, catch basms and mternal pIpmg, and any sleevmg necessary for utIlIty crossmgs ThIS mspectIOn IS for the purpose of establIshmg a specIfic procedure to be followed m constructmg the dramage gallenes thru- out the Job Each completed gallery shall be mspected over ItS full length pnor to backfillmg WIth natIve or other cover matenal. Upon completIOn of backfillmg the end of the gallery shall be marked wIth a bnghtly marked stake extendmg above grade Upon completIOn of dram age constructIon, mcludmg catch basm placement, the entire dramage work shall be revIewed on sIte and as bUIlt drawmgs finalIzed for mclusIOn m the project record. Through out the work the contractor shall keep a duplIcate set of as bUIlt markups for companson wIth those kept by the project engmeer 2- 3- 4- \, rr u r'\ -L,J (\ L..,) 'i w .,...~, \J ij {.J rI (J (I , W I"") IJ <4 \J 1>, I o Section 3- Water Distribution System f I Included in this section are {~} M v 1- General notes (Water Main Installation) 2- Sect 6 180 Hydrostatic Tests 3- Sect. 6 190 Sterilization and Flushing 4- Standard Dwg 6-1 5- Standard Dwg 6-2 6- Standard Dwg 6-8 7 - Standard Dwg 6-10 8- Standard Dwg 6-11 9- Standard Dwg 6-12 10- Standard Dwg 6-14 11- Standard Dwg 6-15 cJ " u <'\ \ 'I l.J -<'\ , u ,." (- ) ~-\ , w la rr l-.J ~I L) ( {, ~,j ~1 J L~ I \...-J' (-'1 <_J r1 \.j (I U '1 lJ i~ (- U' r--'\, {...J r t , (J '1 Lj f, L~ r~ W r-l LJ ,,\- , L/ '1 (, ,-.-J F", J WATER GENERAL NOTES (WATER MAIN INSTALLATION) 1. All workmanship and material shall be in accordance with City of Lacey standards and the most current copy of the State of Washington Standard Specifications for Road. Bridge and Municipal Construction. 2. A preconstruction meeting shall be held with the City prior to the start of construction. 3. Water mains shall be PVC Class 200. ASI'M D 2241 SDR21 with rubber gaskets ASI'M D1869, or AWWA C900 Class 200, C90S Class 235, or ductile iron cement mortar lined thiclmess Class 50. 4. Gate valves shall be res1l1ent wedge. NRS (Non Rising Stem) with Q-rings seals. Valve ends shall be mechanical Joint or ANSI flanges. Valves shall conform to AWWA 509-S0. Valves shall be Mueller. M & H. Kennedy, Clow R/W or Waterous Sertes 500. Existing valves to be operated by City employees only. 5 Hydrants shall be Waterous Pacer, Dresser M & H Reliant Style 929, Mueller Centurion. or Clow Model F -2500. Hydrants shall be bagged until system is approved. H'"1'OlZ.A.e-.rr<;.. os fJb.L.L INCA-UD~ \' b""Cl~:C " 62 v \ va::.. C"..> t.J 1:5:C."'I~ ~T <l;T~ t1:..e...- ~42- 'i: 6. All lines shall be chlorinated and tested in conformance with the above referenced specification (Note 1). "D-.c;;"'.H:::~-P t4"- 'Wu.>T\ 0...) .. HA(...L ~-=- D\ so f"l>c;~p or:: DU c; IT.,;;:; T~l"-Ir.)G- CA~ NOT Tl=> KI l..'- Y lZ G-E:. Ib T 1 c..J ra Y C (l vr..c...,.-- r.c) I, toJ c::;."eo u G- <;;'o~ VII 0,....(. . 7. All pipe and services shall be installed with continuous tracer tape installed 12" to IS" under the final ground surface. The marker shall be plastic non-biodegradable, metal core or backing marked water which can be detected by a standard metal detector. Tape shall be Terra Tape "D" or approved equal. In addition to tracer tape. install 14 gauge coated copper wire. wrapped around the pipe. brought up and tied off at valve body. S. Provide traffic control plan(s) as required in accordance with MUfCD. 9. All water mains shall be staked for grades and alignment by 8:R eRgine@r1ng Qr gW"\1~h.lg fhlll \Apabie ofpcrfonning such W6rk. A. l- \c..\Z.\.'o-lSlS,D ~();!...."Ii!!. '(oe. 05/91 6-3 19 "1 w II (~ ( r^l -..-.J 10. All service line locations shall be marked on the face of the curb with an embossed 'W" 1/4 inch into concrete. 1 'I w 11. Call Underground Locate at 1-800-424-5555 a m1n1mum of 48 hours prior to any excavations. /", I W 12. The City will be given 72 hours notice prior to scheduling a shutdown. Where connections require "field verification", connection points will be exposed by contractor and fittings verified 48 hours prior to distributing shut-down notices. I f'] J....J "'-1 13. At any connection to an existing line where a new valve is not installed, the existing valve must be pressure tested to City standards prior to connection. If an existing valve fails to pass the test. the contractor shall make the necessary provisions to test the new line prior to connection to the existing system or install a new valve. J rl o Revised: April 24. 1991 '1 L) ww / dev06 n Lj ( ~ "~ I_I -, \ J (, LJ "\ I W rr, ) l...J ,-, \ U r--'I \ ,..J "'I u 6-4 05/91 20 '1 W n ',~J <'''l ( 0 "I V .r, : U (') -LJ '--I U ( l \..-J i) L..1 Ii LJ ( "I ,~ / r ,_J "\ LJ (, 0 G I 0 rJ LJ 'I (-.J f\ ( ,..J ('\ \ U 05/91 WATER earth. A pIa arrier shall be placed betwee blocks and fittings. See standard number 6-14 I and calculations. 6.170 Backfl1llng Backfl1llng and surface restoration shall closely follow installation of pipe so that not more than 100 feet is left exposed during construction hours without approval of the City. Selected backfill material shall be placed and compacted around and under the water mains by hand tools to a height of 6 inches above the top of the water main. The remaining backfill shall be compacted to 95 percent of the maximum density in traveled areas, 90 percent outside traveled area. Where governmental agencies other than the City have jurisdiction over roadways, the backfill and compaction shall be done to the satisfaction of the agency having Jurisdiction. If suitable backfill material, as determined by the City, is not available from trenching operations, the City may order the placing of bedding conforming to 9-30.7 A around the water main and gravel base conforming with Section 9-30.7(3) of the Standard Spec1flcations for bacldllling the trench. 6.175 Street Patching and Restoration See Chapter 4B.170 and 4B.180 for requirements regarding street patching and trench restoration. 6.180 Hydrostatic Tests Prior to the acceptance of the work, the installation shall be subjected to a hydrostatic pressure test of 200 psi for 15 minutes, and any leaks or imperfections developing under said pressure shall be remedIed by the contractor. No main shall be hydrostatically tested until the Unes are flushed of chlorine. The main shall be tested between valves. Insofar as possible, 6 - 17 Z.l " o " LJ <'\ o no hydrostatic pressure shall be placed against the opposite side of the valve being tested. Test pressure shall be maintained while the entire installation Is inspected. 'I u The contractor shall provide all necessary equipment and shall perform all work connected with the tests. Tests shall be made after all connections have been made and the roadway section Is constructed to subgrade. This Is to include any and all connections as shown on the plan. The contractor shall perform the test to assure that the equipment to be used for the test Is adequate and in good operating concUtion and the air in the line has been released before requesting the Clt)' to witness the test. Ij w r') I LI ,..--\ u ,-', See Section 6.110 for testing responsibilities for backflow prevention devices. \-.-J 6.190 Sterilization and Flushing 'I LJ Sterilization of water mains shall be accomplished by the contractor in accordance with the requirements of the Washington State Department of Health and in a manner satisfactory to the elt)'. At no time shall chlorinated water from a new main be flushed into a body of fresh water. This Is to include lakes, rivers, streams, drainage ways, and any and all ollier waters where fish or other natural water life can be expected. <1 l--.J " ,..J r1 , , When a chlorine concentration has been established throughout the line, the valves shall be closed and the line left undisturbed for 24 hours. The line shall then be thoroughly flushed and water samples taken by the Clt)' at least 24 hours after flushing and disinfecting for approval by the local health agency. Should the initial treabnent result in an unsatisfactory bacteriological test, the original chlorination procedure shall be repeated by the contractor until satisfactory results are obtained. The sample can only be taken on Mondays, Tuesdays, and Wednesdays until noon. Testing and sampling shall take place after all underground utillties are installed and compaction of the roadway section Is complete. \ U 'I \.-1 '1 o <\ o II, u '" w :r> 1.....1 I h , \ r 6 - 18 ( I I ( 05/91 Z~ -, l.-1 rI I ~-) ( '\ .,.-J '--' V .(, l-J " -LJ ~ '-..--J ,I '-.-J ') t..-J '\ ( '-.J ..., ,~ I' W '-1 ,~ rr J <\ I U r--, , -l...-) 11 IJ rI , ( , L.J II U ENVIRONMENT CONCRETE · (OR APPROVED EQUAL) SIDEWALK METER BOX LID TYPE -BROOKS SERIES 36 CONCRETE CONCRETE OR CHRISTY B9X -BROOKS SERIES 36 CAST IRON CONCRETE TRAffiC COVER OR CHRISTY B9X -CARSON -CARSON SERIES 1419-B PLASTIC 1419 PLASTIC READER LID CST: ~C2&10 CONCRETE DRIVEWAY a: OTHER TRAfFIC AREAS SERVICE SADDLE ROMAC 202S OR ROCKWELL 31 3 EARTH ~I ~ :I Q: Lo.l I- ~ ~ j'''X ," fORO PACK JOINT CORPORATION STOP METER 1" POLYETHYLENE LINE BOX ," 14" METER 4 CHECK VALVE '9 1 t' 2% SLOPE TO BOX 'S" 0 CURB ~ 4 I> ., ., V A V A I> V ,t' -t VALVE BOX fOR SIDEWALK OR TRAffIC SmINGS. SEE DWG. NO 6-12 USE 4' DIA. SCHEDULE 40 PVC WlTH CAP fOR OTHER INSTALLATIONS. r 1"x '" fORO PACK JOINT CORPORATION STOP TYPE f 1101 ," PLASTIC LINE (USE 200 J PSI PHILlIPS DRISCO PIPE 51 00 POLYETHYLENE PIPE) fORO B61-344 BALL VALVE WITH PACK JOINT a: fEMALE I.P. THREADS SERVICE SADDLE FORD VH 72-1SW S/S"x 3/4 COPPER METER SETTER WITH CHECK VALVE AND UNION NUT AND SWIVEL fOR CONNECTING 1" IRON PIPE 3/4" X 1" x 12" BELL REDUCER ," MALE ADAPTER CITY OF LACEY. WASHNGTON DEPT. OF PUBLIC WORKS NOTES. STAINLESS STEEL INSERTS REQUIRED fOR ALL PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER GASKET AND I.P. THREADS. "3 S~~ PLA..tS l=Oe... CO"II&"L. ~.-".~ $.. 5 / 8" METER SINGLE SERVICE SM e:TI!.li2. 'D -.,.J ~ ~ ~ am*,. aTY~ DATE it.hD 6-1 DES. OWN. CKD. DATE LRW RLM BFB 7/12/90 ?~ "1 u BALL VALVE (CURB STOP) WITH PACK JOINT BROOKS SERIES II. CHRISTY 824 OR EQUAL - CONCRETE DUAL METER BOX WITH STEEL TRAFFIC LID ....J .-J ( ~ ..........-. SERVICE SADDLE ".. L2r ~. I ROWAC 2025 OR P#-4:n M ROCKWELL 313 2n~~ , " J , I --, ..,) !I ~ a: ..... I- ~ ~ j'.X ,. rORD PACK JOINT CORPORATION STOP 1" POLYETHYLENE LINE 10 " " en ... ----1 rI <I ,..-" -t....) .(' 011.. ~ J s~~ -L H~G--l~ ~ r, , ',..-J 2% SLOPE TO BOX \- 18" CURB I> ... f) LJ 4 .<1 n I> ~ ~ 4 v \ .) v 4 I> v ,.., '-} .(' 011.. SCHEDULE 40 PVC 1t' " 1")( 1. FORD PACK JOINT f CORPORATION STOP TYPE F 1101 1" PLASTIC LINE (USE 200 j PSI PHILUPS ORIS CO PIPE 51 00 POLYETHYLENE ~IPE) FORD 861-444 BAll VALVE \ WITH PACk JOINT I: FEhlALE I.P. THREADS SERVICE SAODLE I, ~ o FORD VH 72-15W S/B"x 3/4 COPPER h1ETER SETTER WITH CHECk VALVE. UNION NUT AND SWIVEL FOR CONNECTING ,. IRON PIPE FORD U88-43 BRANCH PIECE. 7 1 It' WITH MALE I.P. INLET AND COUPLING FOR CONNECTIONS TO METER SETTER CrTY OF LACEY, WASHINGTON DEPT. OF PUBUC WORKS " I "\...J L1 r\ ~ , \ '-..-J \ NOTES' t. STAINLESS STEEL INSERTS REOUIRED FOR ALL PACK JOINTS. 2. AU SERVICE SADDLES SHALL HAVE RUBBER GASKET AND I.P THREADS. 5/8" DUAL METER SERVICE ~~~h'-/~ !:1Ml1<<). aT'1 B<<lNEBt DATE I.q( ~ j 6 - 2 ceB. OWN. CICD. DATE LRW RLM BFB 6/11/90 Z4 '1 ~ " 'S - -? Ie: ~ p~ A-t--l S po €, CcN ~ ~\1S u 't:>""'~T1l& a"""l!l n ) u 1 L-i " W 'I ( U I V c, LJ .., U .-\ 1..J n I ~....J n W '\ '-) ( ~ l._) ! -1 ~ 11 0 'I tJ r-, W " U <\' L) rl ( I U 1'\ U Paint Hydrant Sun Yellow High Grade Enamel # 13312 Top view operating nut t-J YD~t4T 'S ,(:> I---Umits of payment r.s~ F\ nee::::> \J 1/t+ Weather shield s-r-o~ -2 Q() I G K Bonnet 1 l-to<; ~ UQ..l.\.4 ~TI oLl 2 /2" Hose connection with threads I AT: 5r~t1~ ~e...T 4 1/2" steamer connection with NST thread See valve box and valve stem detail- 6-12. l To suit trench depth 8" Standpipe ~ 3' Minimum Each Pipe Joint b # 1106 EBAA Iron, Inc. t..iegalug I 6" Class 50 ductile iron pipe cut to length 6" gate valve, rL X MJ See note below Varies 4" x8" x 16" concrete block Hydrant shoe Backfill to top of drain ring housing bolts with 2" wa~hed rock as shown 6' x 6' sheet of 11 mil. plastic or con- struction fabric, covering 2" washed rock ..I Plastic barrier between thrust block and tee Concrete thrust block cast-in-place against fitting only General Notes: 1. Hydrants shall be located in accordance with Dwgs. 4-2 thru 4-5. In addition, a minimum three foot radius unobstructed working area shall be provided around all hydrants. 2. Hydrant shall be Waterous Pacer, Dresser t..i & H Reliant style 929, Mueller Centurion, or Clow r -2500. 3. Gate valves shall be resilient wedge NRS with O-ring seals. Valve ends shall be Mechanical joint by ANSI flanges. Valves shall conform to AWWA 509-80. Valves shall be Mueller t..i&H, Kennedy, Clow R/W or Waterous Series 500. DCIlS.Dwe CITY OF LACEY, WASHINGTON DEPT. OF PUBLIC WORKS FIRE HYDRANT ~-::f~ t/Zt/90 an ENC>>EER DATE DES. OWN. ace. LAW RUA LAW DWa. NO. 6-8 DATE 6/20/90 ~.; ~ 0 " \.J n 0 'I 0 " 0 r) L.) '-'1 \...1 '[ , \~ 'I L.-.J r, '-) ( 'I .J r, 0 ,., u " , LJ rl , W 'I LJ Ii LJ r---j l I ---1 .~ U #4 REBAR TO MEET ASTM A615 GRADE 60 FY=6000PSI . .. ... . . . . . '" . . . . . .~ '. ,"/x . .& ^~. :.~ ---...: . ~'T' .+.......~.:.-..r.~.'.: . 1 .. . . ~ 1: '9 -1. t: .~. .' 1:~': v J: .J: : i: 3. : .~t.. ~'r .~. 4: .~: ..t>.. . .~.,.J: : : ~.':'. '<1:'. .4 -+--.~ -+ ,~,~:'4."~,*: . . . . . . . . . . . . .. ... PAVEMENT 12" CO......ERCIAL CONCRETE PAD - 8. x 3. x 4" (IF OUTSIDE PAVED ROADWAY) 1.5' 5.-0" MIN. 1.5' ....~..~.~:~:. . . '.tt. .. . <t . . . . . . . . . . . . . . . 42" MIN. COVER r THREADED HUB CAP FINGERTIGHT. STD. PIPE THREAD VALVE BOX WITH COVER SEE NOTE 1. 5'-0" 30" MIN. 2" DIA. GALV. STEEL PIPE CAP WITH 2" I.P. THREADED TAP 1/r DRAIN HOLE r THREADED FLANGE r DIA. GAL V. STEEL PIPE .::.:::::::t~t:::::: ............... .:'" ,:::::~.::: >>:Jtliwll;"il!i ~:~:~:~:~:~:~~~:~:~~~:~:~:~:~:~:~:g:~:~::::: . .......................... .::::::::::::::::::~::::::::::::::::::::.::. r GATE VALVE SHALL BE M c!c H STYLE 67-02 OR EQUAL WITH r SQUARE OPERATING NUT ( COUNTERCLOCKWISE OPENING) SEE NOTE 2. NOTES: PIPE BEDDING UNDISTURBED EARTH COMMERCIAL CONCRETE THRUST BLOCK CITY OF LACEY, WASHINGTON DEPT. OF PUBUC WORKS 1. VALVE BOX AND COVER SHALL BE PER LACEY VALVE BOX DETAIL 6-12. 2. ON WATERMAINS WHICH WILL BE EXTENDED IN THE . FtlTURE. THE VALVE WHICH OPERATES THE BLOWOFF ASSEMBLY SHALL BE THE SAME SIZE AND PROVIDED WITH A CONCRETE THRUST BLOCK. DG610.DWG 2" BLOWOFF ASSEMBLY APfIRC1t'B) DWQ. NO. "($L"'_~ .", 6-10 a1YENQtEER DA~ DEB. OWN. acn DAle LRW RLM BFB 8/07/91 ~ . ....- f) LJ " L} ~ ( ~ " ,J " u 'I 0 '\ LJ (I \.....J II LJ /) ,.-J ( 'I U !J L.J n U II U " ~ ,'1 U 0 \ 0 II ( U r\ U LIVE TAP CONCRETE THRUST BLOCK (TYP) TAPPING VALVE Fl. x MJ STAINLESS STEEL TAPPING SLEEVE VALVE AND SLEEVE SHALL BE SUPPORTED AND BACKF'ILlED AS SHOWN BELOW-RIGHT. 1/3 DIAMETER OF' PIPE CONTROLLED DENSITY BACKnLL POURED WIDTH OF' TRENCH, TWO F'EET PAST VALVE F'LANGE UP TO 1/3 DIAMETER OF' PIPE NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. CONTROLLED DENSITY BACKFIU IS A PLANT MIX CONSISTING OF : 3100# SAND, 450# WATER, AND ONE SACK (94#) OF CEMENT. 3. MJ CUT IN TEES SHALL NOT BE PERMITTED. 4. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. DeS11.DWC CUT-tN-TEE CONCRETE THRUST BLOCK CITY OF LACEY, WASHINGTON DEPT. OF Pla.IC WORKS CONNECTION TO EXISTING MAIN ~~.- It.:ltl art ENCHER DA~ . DMl NO. 6-11 CEB. OWN. ace. DAlE RLM LAW 4/30/91 ~.., n L..J ~ u '\( L.-J .., o 'I LJ 3' x 3' x 4" COMMERCIAL CONCRETE PAD . ..':.. u rt OUTSIDE PAVED AREA '" Ij CJ , \.-.-1 Il I U T'I U 1.0' AR4000W 0.17' ACP \ 0.17' CSTC ., .:~.' .... :';o!' 0.67' BALLAST 0.5' COMMERCIAL CONCRETE \ INSIDE PAVED ROADWAY v n u 'l LJ 1"'1 LJ " I L.J 'I LJ II I I L.J (, \ o r\ LJ NOTE: ALL VALVES MUST HAVE 14 GUAGE COATED COPPER TRACER WIRE TIED orr AT VALVE BODY, EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE rOOT TOP or VALVE BOX. VALVE STEM EXTENSION LEGEND CD VALVE OPERATING NUT OR 1 7 Iff" X 1 7/8" X t' HIGH GRADE STEEL WELDED TO GUIDE PLATE. @ 3/16" Thk X 5 1/5" DIA STEEL GUIDE PLATE WELDED TO RISER SHAn. @ 2'" X 2" X 3/1 f{' SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. NOTE: ALL WELDS TO SHAFi SHAll BE rlLLET WELD ALL AROUND, AS SPECIFIED ABOVE l 10" * en LoJ 0: <II( > :r .... ~ LoJ Q :r o z LoJ 0: ... I_ 12" ~I ~... .RECESSED HANDLE TYPE COVER INLAND rOUNDRY 1248 VALVE BOX WITH LACEY WATER" CAST IN LID 8 3/4" t 0: LoJ > o o ~ ;::) ~ z ~ -6" SDR 35 PVC SEWER PIPE CONFORMING TO ASTM 3034. RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. 1 4'" . I/) . t') '" AL VE STEM RISER (LENGTH VARIES) GATE VALVE SHOWN-SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. CITY OF LACEY, WASHNGTON DEPT. OF PUBLIC WORKS STANDARD VALVE BOX ~~.h___ t..l4/ aN ENCN:ER ~. DWO. NO. 6-12 DEB. OWN. . em. DAle LRW RLM BrB 5/7/91 z.e '1 0 .-, ~--1 'I ( 0 r-") ~ <\ c..J ~ LJ '1 J 'I I U 'I I LJ 'l ,~ ( '\ U 'I U " U ,..-" U 'I i L.J I/! 0 f\ 0 'I ( U - n L.l TOP i'EW I SlOE VIEW TEE / , TEE WITH PLUG 45' - 90. VERTICAL BEND TOP iVIEW I SlOE VIEW CROSS CROSS WITH PLUG NOTES 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2 PLASTIC BARRIER SHALL BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM DIAMETER. '/ SIDE VIEW GATE VALVE CROSS WITH PLUGS WYE HORIZ. BEND ~ PLUG OR CAP em OF LACEY, WASHINGTON DEPT. OF PUBlIC WORKS STANDARD BLOCKING DETAIL ~q~ 7bt/fO :: art BDEER CAn: ces. OWN. ace, DAn: LRW RLM Bf'B 7 /30/90 2,1 '1 L...J '\ LJ ( '1 U " --.J f\ LJ ,--, U ,.---, J r-, .I U !J U r'l l-.J ( 1\ 0 1\ L.J '\ U r-I, LJ '1 L) ,--, 1 0 !\ u '\ ( , \--1 n LJ THRUST LOADS THRUST AT FlTTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH or WATER PRESSURE PIPE 90" BEND ~S BEND 22-1/2" BEND 11-1/... BEND DEAD END DIAMETER OR TEE ~ 3,600 2,000 1,000 500 2,600 ~ 8,000 ~,~OO 2,300 1,200 5,700 It' 1 ~,300 7,700 ~,OOO 2,000 10,100 10" 22,300 12,100 6,200 3,100 15,800 12" 32.000 17,~00 8,900 ~,500 22,700 1"- 43.600 23,600 12.1 00 6, 1 00 30.800 1~ 57.000 30,800 15.700 7,900 40,300 NOTES: 1 .. BLOCKING SHALL BE COMMERCIAL CONCRETE POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.): EXAMPLE : 12- - 90" BEND IN SAND AND GRAVEL 32.000 LBS + 3000 LB/S.F. = 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE. PRESSURES AND SOil CONDITIONS. ~. BLOCKING SHAll BE ADEQUATE TO WITHSTAND FUll TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS fOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET POUNDS PER SQUARE FOOT o 1.000 2,000 3,000 4.000 SOIL CITY OF LACEY, WASHINGTON DEPT. OF PUBLIC WORKS ...1..... MUCK, PEAT SOFT CLAY SAND SAND & GRAVEL SAND c!c GRAVEL CEMENTED WITH CLAY HARD SHALE 10.000 THRUST LOADS ~PROVED rx ~ ~ ~~.~ 1!'"'l-7L CITY ENGINEER dArE DWG. NO. 6-15 CKD. BF'B DWN. RLM DES. LRW DATE 5-/7/91 .a> ~ LJ 'l LJ ~ u 'I o '1 ~ I u '\ o n u 'I ~ n , ' u '\ o Section 4- STEP Sewer System fi Included in this section are 1 U 1- City of Yelm Sanitary Sewer System Contract 2, Phase 1,STEP Collection Pipelines and Outfall, Specification sections 7-09 thru 7-11 Same Documents, plan sheets number 13, 53 and 55 'l \ o 2- "I LJ 'I LJ ,." o 'I o 'I L..J '\ I--.J ~I ~:"~.,..r"'1L__ ~-,",...L.~_' .< .~..~.- ~ ~ .. s. ~ DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-09 PIPE AND tTITl.SGS FOR WATER MAINS 7-09.1 DESCRIPTION Supplement this Section WIth the followmg: Work included under Sections 7-09 through 7-12 and including 7-15 shall also apply to the construction of samtary sewer force mains, service lines and appurtenances for both temporary and permanent installation. 7-09.2 MATERIALS PIPE FOR PRESSURE SEWER LINES All pipe 2 inches and greater m diameter shall meet the following reqwrements: Polyvinyl Chlonde Pipe (PVC): PVC 1120 pipe as shown on the contract documents shall be IPS-Gasketed type bell and spigot pipe meeting the requirement ASTM D 1784 WIth a pressure rating of 200 psi and an SDR of 21. C900 pipe as shown on the Contract Plans shall meet the requirements of A WW A C900 and ASTM D 1784 Class 200, DR 14 with bell and spigot gasket type joints. Polyethylene Pipe (PE): PE pipe as shown on the contract documents shall be high density polyethylene (HOPE) complying with ASTM 3350, havmg a working pressure of 160 psi and an SDR of 11 or SDR 21. Joints shall be thennal butt fusion type meetmg the requirements of ASTM D 3261. Ductile iron pipe and fittings (01) shall be polyethylene lined class 53 ductile iron pipe. The polyethylene lining shall be 40 mils nominal, 35 mils minimum and shall be a blend of high-density and low-density polyethylene conformity to ASTM D 1248 compounded with an inert filler and carbon black to provide resistance to ultraviolet rays during storage above ground. Prior to preheating, 75 % or more of the high temperature oxide film must be removed through proper preparation of pipe interior surface. Fittings shall be sandblasted. Pipe and fittings shall be uniformly preheated to a temperature adequate to provide unIform fusing of the polyethylene powders and proper bonding to the pipe and fittings. The lining at the ends shall be hermetically sealed and every pipe and fitting shall be subjected to and pass a 400-volt wet sponge, or equivalent, spark test. A :~L ~ Oq ofYdR StIIriI.tIIy ~r SySUIJI CcInIracI 2. PMu I STEP CDlkction PfpGbta tIItIl 0wfIIlJ 3 21-178144 FdI",., 199J ~z ,-" '1 ! I..J I, I,) ( '-l l,) r- 1 \...) r- '-- 'I U 'I i 0 ~ U n I LJ ,1 ( ,~I ...... '1 I LJ 'I J '1 I 0 '1 LJ '1 I I LJ '1 L1 '1 \ 0 r-, L ~ n LJ 7-09.2 MA TERlALS (Continued) sample cut from a production pipe shall pass the 4-hour boil adhesIon test as described in ASTM C 541. Steel casing pipe where shown on the ContraCt Plans shall be standard wall pipe (.375") conforming to ASTM A 53. All pipe less than 2 inches in diameter shall meet the following requirements: Schedule 40 and Schedule 80 PVC pipe as shown on the Contract Plans shall be solvent welded type connections and meet the requirements of ASTM D 1785. 1"11 lINGS All pipe fittings shall have a minimum working pressure equal to the pressure rating of the largest diameter pipe in which it is connected to. Bell and Spiiot Fittin&s Gasket-type bell and spigot fittings for pipe 2 inches and larger: All push-on gasket fittings shall have an IPS (Iron Pipe Size) fit in accordance with ASTM D 2122 and a socket length which meets the requirements' of ASTM D 2665 and meet the requirements of ASTM D 3139. C900 PVC Pipe Fittinis C900 fittings shall be bell and spigot gasket-type fittings conforming to A WW A C900 and ASTM 1784. Elastomeric gaskets shall conform to ASTM D 3139. The fittings shall have a pressure rating of 200 psi and an SDR of 14. Transition gaskets between C900 and IPS PVC pipe shall conform to ASTM F 477. Solvent Weld Fittin&s All Schedule 40 and Schedule 80 solvent weld fittings for pipe less than 2 inches or as shown on the ContraCt Plans shall meet the requirements of ASTM D 2466 and D 2467, respectively. Schedule 40 fittings shall NOT be threaded without written acceptance by the Engineer. Solvent weld joints shall meet the requirements of ASTM D 2564. Oly qfYam SII1tiImy Setwr ~ c..un.a 2. 1ftMc 1 S1EP CAlJeClit1ll I'fpdltu MIl 0tufII1J 4 21-111J~ Fc"'-" 1993 3.3 J I I I I I ,I I I I I I ... I I I I I I I n I U "-'"" 7.(1.}.2 MATERIALS (Connnued) F1an~ed Fittin~s All flanged fittings on PVC pipe shall be solvent weld by flange type with a worlang pressure of 200 psi. All flanged fittings on HOPE pipe shall be butt fuSion type matchIng the SnR and pressure rating of the pipe fused. They shall have a ductile lI'On back-up ring with appropnate coating for direct bury applications. MECHANICAL JOINTS Unrestrained Joints Mechamcal Jomts: Where specified, mechanical joints for above or below ground seI'Vlce shall meet the requirements of ANSIl A WW A CllOI A21.10 and ANSIl AWWA CllllA21.11. Bolts and nuts shall comply with paragraph 2.1C2. Gaskets shall be not less than 50 percent neoprene, combined with elastomer and free from factice and other deleterious substances. Restramed Joints Restrained joints for pipe shall be provided where specified. Joints shall be capable of deflection after completed assembly. Joints for pipe diameters 12 inches or less shall be capable of 3 degrees of deflection and a working pressure of at least 250 psi. Ductile iron glands shall conform to ASTM A 536-80. The jomt shall meet the requirements of A WW AI ANSI C1531 A21.53. Joints shall be Megalug as manufactured by EBAA Iron, Inc. or approved equal. GASKETS All gasket material used for joining PVC piping shall conform to ASTM F 477. TONING WIRE FOR PRESSURE SEWERS Toning wire shall be 14 gage insulated copper wire approved by Labor and Industries for direct bury applications. a", of Ya. s..u.r, s-.r s,- c-rn.cr 2. PIuJu I STEP CoUecliofl Pfpdbta IIItIt 0wJall 5 21-1781-04 F,brtIIII'"J 199J - 34 '1 0 'I L.J 6, , l ~ 'I 0 '1 ~ "I LJ '1 LJ '1 I LJ ! Ll 'I_ I )\ L.., 'I U 'I LJ 'I LJ 'I I 0 '1 0 "I I Li 'J 0 ,~ \ L..1 '1 LJ -- ~4.~f;r-,~....1JU..':'lIO""'-'~''t~ L- ,,-J.... -'._-'~' ~ 7-11.3(11) Hydrostatic Pressure Test I I I I I I I I I I I I i I I I I I I Supplement tlus Section with the followmg' HYDROSTATIC PRESSURE TEST FOR SEWER PROJECT All sewer mains, servIce lines, and appurtenances shall be hydrostatically tested in sections of convenient length. All pumps, gauges, plugs, saddles, corporation stops, miscellaneous hose and piping, and measuring equipment necessary for performing the test shall be furnished and operated by the Contractor Gauges and meters used in the test shall be accompanIed with certificatIons of accuracy from a laboratory approved by the Engineer The sewer pipeline shall be backfilled suffiCiently to prevent movement of the pipe under pressure. All thrust blocks shall be in place and tIme allowed for the concrete to cure before testing. Where permanent blocku1g is not reqwred, the Contractor shall furnish and install temporary blocking and remove it after testing. The sewer lines shall be filled with water and allowed to stand under pressure a sufficient length of time to allow the escape of arr and allow the hning of the pipe to absorb water. The test shall be accomplished by pumping the sewer hne up to the required pressure, stop the pump for IS minutes, and then pump the sewer hne up to the test pressure again. Dunng the test, the sectIon being tested shall be observed to detect any visible leakage. There shall not be an appreciable or abrupt loss in pressure during the IS-minute test period. The quantity of water reqUired to restore the pressure shall be accurately deternuned by pumpmg through a positIve dIsplacement water meter with a sweep umt hand registenng one gallon per revolutIon. The meter shall be approved by the Engineer. The maximum allowable leakage for sewer lines shall be, according to A WW A C600, Section 4 Hydrostatic Testing, as follows: Test Pipe Diameter Pressure 3w 4w 6w 8w ISO psi .28 .37 .55 .74 125 psi .25 .34 .SO .67 100 psi .23 .30 .45 .60 0Iy oJY. $G1tIIM'y Sewer j)lSInI CGftInIcr 2. I'IuIu 1 STEP ColJeclion PrpeIbtG -' 0uffGlJ 10 21-17B1~ F.bnuvy 1993 3.;' '\ u 'I LJ ~. i l ~ '1 o "1 I I U " c.J 'I U 'l LJ 'l 'l u 'I o 'l LJ 'l ~ 'I LJ '1 , LJ J:'I '1 U 7-11.3(11) Hydrostatic Pressure Test (Continued) The above table values gIve the allowable loss m gallons per 1,000 feet of sewer pipe line per hour. The allowable loss can be calculated for any condition WIth the fonnula: L = SDx.[P 133,200 where: L= S= D= P= Allowable loss for push-on or mechanical joints (GPH). * The length of the pIpe tested, in feet. The nommal diameter of the pipe, in Inches. Average test pressure (Psi), dunng the test duration. * Add 0078 GPHlinch of normnal valve size for metal seated gate valves pumped agamst. Portions of the sewer line that are felt to be critIcal, or suspect, should be left with the jomts exposed during the testing procedure to allow visual inspection. The use of dye in the testing water will assist the location of leaks if ground water is present in the trench. Any visible leakage detected shall be corrected by the Contractor regardless of the allowable leakage specified above. Should the tested section fail to meet the pressure test successfully as specified, the Contractor shall, at his expense, l~ and repair the defects and then retest the pipeline. Prior to calling out the Engineer to witness the pressure test, the Contractor shall have all equipment set up completely, ready for operation and shall have successfully performed the test to assure himself that the pipe is in a satisfactory condition. Defective materials or workmanshIp, discovered as a result of a hydrostatic field test, shall be replaced by the Contractor at his expense. Whenever it is necessary to replace defective material or correct the workmanship, the hydrostatic test shall be rerun at the Contractor's expense until a satisfactory test is obtained. The Contractor shall provide the water Decessary to nn the pipelines Cor testing purposes. Water shaD be purchased Crom the Water Utility. The price paid by the Contractor Cor water will be 60e per 100 cubic Coot. Contractor to coordinate with the City of Yelm Water Utility. The Contractor will be responsible for transporting the water to the project site. The Contractor a" of Y,1m SIIIriuJry s.-,. Sysum 0lIuJwet 2. /'IuJu / S7EP CoIJeCDOft PfpeIbtG IINl Or.ufall 11 2l-17!1~ Frimuuy 1993 % f\ u 'I L.J r~ i L.J 7-11.3(11) HydrostatIc Pressure Test (Continued) 'I U will also be responsible for furnishmg a backflow prevention device or other Engineer approved method to avoid contanunation of the water supply dunng loading, an appropnate water meter and all other appurtenances required. Water meter and appurtenances shall be approved by the Engineer \ The Contractor shall demonstrate to the satlsfaction of the Engineer that the arr release valves and vacuum release valves are operating correctly. 'l , u , LJ SEWER MAIN UNE TESTING 'I u Sewer Main Lines shall be tested under a hydrostatlc pressure equal to 150 pSI. '! LJ After the sewer main test has been completed, each mainline valve shall be tested by closmg valves in turn and relIeving the pressure beyond. This test of the valves will be acceptable if there 1S no immediate loss of pressure on the gauge when the pressure comes agamst the valve being checked. The Contractor shall verify that the pressure differential across the valve does not exceed the rated worlang pressure of the valve. ,-"''] LJ The ball valve (or self-tapping saddle if used) at the sewer main shall be opened during testing of the sewer main so that the main is tested with pressure against the service line check valves. '1 LJ '1 I c-.J Prior to any main line testing, all service lines within the main line test area shall be installed, tested, and approved:. The Contractor shall test no more than 5,000 linear feet for the first test to qualify crews and materials. Sections of collection main line to be tested shall not exceed 10,000 linear feet per each individual test. Once successful test results have been achieved, the Contractor may request in writing test sections greater than 10,000 linear feet for the Engineer's approval. The Contractor is required to keep his pipe testing and service line testing concurrent with his pipeline laying operations. 'I --.J ) .J I J SEWER SERVICE LINE TESTING In order to test the service line from the main line to the service box, the ball valve (or self-tapping saddle if used) at the sewer main shall be closed and the test pump shall be attached at the end of service line, a minimum of one foot beyond the service box as shown on the Drawings (or at the end of the stubout at locations where no semce box is required). This portion of the service line shall be tested under a hydrostatic pressure of 150 psi. The test will be deemed successful if the pressure is constant for a mimmum of 1 minute. QIy tdYdM SMiuuy Sewer Synem tArrInJet 2. PMu 1 STEP Q1lkction Plpelbla MIl 0ulfiUJ 12 - 2J.J1BJ-<J4 FebrwMy 1993 ~7 7-12.2 1) U 'I U ! , 1.-1 '1 ~ I 0 'I I L-.l "\ " LJ ~ u (, '1 I LJ '/ U I J ~ LJ 'I LJ 'I i U '1 LJ 'I 7-11.3(11) Hydrostattc Pressure Test (ContInued) The Contractor shall test service lines on a contmuing basis so as to allow malO line testing to proceed on time. The Contractor shall submit a service line construction schedule 48 hours in advance of stalang requrrement. 7-11.3(12) Disinfection of Water Mams Supplement tlus Section WIth the follOWIng: DISINFECTION OF SEWER MAINS Disinfection of sewer mains will not be required. The Contractor shall take precaution not to allow any unnecessary debris to enter the pipeline. Any excess dirt, rocks and debris will be flushed from the pipe main line and service lin~ prior to ~ceptance by the Owner. The successful Contractor shall scour the lines usmg a polyfoarn pig mserted at the cleanouts provided prior to final acceptance. Flushing shall be accomplished prior to activatmg the air release valves and cur vacuum release valves. The Contractor is responsible to coordinate Wlth the wastewater treatment plant contractor during pigging operations. FOR WATER MAlNS Materials for sewer or descriptions: of the following Secnons Gate Valves . . . . . . . . . . . . . . .. .................... 9-15.6 Valve Boxes for Gate Valves ... .................... 9-30.3(4) Flexible Check Valve . . . .. .... ....................9-33.4 Automatic Air Release V Assembly.. . . . . . . . . . . . . . . 9-3O.3(6)A Combination Air ReI Vacuum Valve Ably . . . . . . . . . . 9-30.3(6)A Saddles ..... ............................... 9-30.6(1) Washed Rock ....................... .......... 9-03.15 Manhole ver . . . . . . . . . . . . . . . . . . . . . . . .. ...... 9-05.15(1) Pipe Fittings . . . . . . . . . . . . . . . . . . . . . . . . .. ....... 7-09.2 a" DIY_ SatIlll'1 s-u Sy$tDn C4wract 2. I'IItIu I S1EP CoIkcdDfJ Pf,.Jbta Mli 0vtf0JJ 13 21-1711-04 '-'" 199J 3B -- - - ~,r .' -~.~.". . .___;.,(......,'O("OQO....':'L~...~..,.~_ j ., ., .{ -t + ., ., .\ .\ ., .-..J r\ I ~ ., ., " L..J r\ o r\ o f\ o 1\ , c-l " o " e---J '\ c-J " o ai~~ii~!~' ~'r. ~%\ \i ~\b' ~\~ % ~g! .>; 6~ Ii & .. ~\~l;\ 6~ \e (~ ~ - \~~a~\ \\ 1 ~ ~~\\ J>. liat \-1... 1. i~' ~ i ~ f; ~ ~ s \l~\ ~ $ ~ t ~ \i: ~ ~ ~ ~~'::l ! ~ ~ ~ \ ~ 'I u " ,~ ,--" o r] --1 ,--" u 1\ o n o ~ ~\ ~i l ~ \ ~~ t~\ l~~ !la ~ i~ ~ \~ ~ '\ ~~~ ~'\~ \~ . ~ ~ 1~ ~ o " ~ n o r\ o z ~ -. \i\ 1. ;~~ .. 8:1 ~ il!~ "' 'E'i\ ~ ~t!.. \ ci< \E~ a~~ f~ ~~ J\\\~ \\ l\f fy. ~li:\l.i l~ i~ !lli~ % J> \~\~~\ \~ \\~\ i%\ i~i;l Ii ~ ~\' i~ ~ ~ai Y! ~ \ t\~ ;t ~ "' ,~~~ ~ ~\ ~ j 1'''' .~l ~it l~~ ~ ~~ 1i~ \i~ ~~\ ~ \1 ~~~ ~~~ l ~ J~': \~. ~" ~ ,. ~'\, 1." \\ . i~ ~ . ~ . rH9' ~ sH.W- IlL _11tH ~~ -::':~t#'-11ll 1(_1 OIl FV-t1IJl. it\: f'L.UGGED CROSS f'L.uGGED CROSS ~.......-.... ~ "" """" ~.$ ~~.:#'..:r- ~G~ If ~~~:,~k USf. ~~ ':#".,:: :;:;:-""'~,... --..... (l.a.t ~~ ~ ~ ~, 1101(; ~~'I:~~ ~.~~f'f1Il UJCI'1l' f1"I. ~1\CIIl. ~__.., __1ll11E ~ ~ ~ VIllI\. ~ ~~.~,_~.,o ~ f1Il5l' (lIl# ~.......~- cas1llIG "",~ ~ """,.c -:: \~ ~ 101>---.. I (1lOIt :I) 1P~ ~ (ito1t 31 __.:,,~.-. \ ~a<'.u.1IE ~ fOIl ~ ~~~1\Clll . 10 ~'fOIJ ~G 1ituJI'. ~ ~~~~o:,,=~ . ~"""I.O,~lIEo.D.If~~~~ , __ ~ ~ (iio5S gD.llI 0lI5" ...- ~ ~"i:r ~, . ~~;1 ~ ",uGGEO 1U ","0 """ I'\.IlG oR C" ~ ~~r~ Crtl- "u. ,r ~ !.--. ~rr,,'(QlICl ,,/ iifIuST ~ ~flPiIJ(O' \< ~~ (iloQlICl ~ 1ll N.I- ".: SlfS '" ~ 11> N.I- ".: sZES ~ ~ Il/lIIIlJII ~~(1l'/4.1~ ...~..,r __ 1ll ~N.I-"'" .,0 1It'C~ r~'.- ~ ~ ~ "~\~ .. ll~ l. ,\ tIltE"': ~'=:;~ ~~~~~ ....".....~0Il~ ~fi) ~ StEP C(AlEc'1lC)l pU'SlNES oEf~ ....._ c:lT'f If 1BJ'. ~ So'I'flJll'f~~sttI' ~ :Jj:t,..,-oJ1f.u. ---~ ~ .0.- ~.. ,?A..~ ~- ~ ... .. a r~'- eifr!'"' ~ I r::;t~" ~... ~ ===-- ~ .." .. . ,..... ~ -~ ~...... ". o..u po ~ .lo'I'U~ '90~ r "I r 1 C"l cJ C l Cl C J C l C 1 C l C 1 C J /.\/~ f-? ""; t.\{)[) T 0.'\: '0:. .:', [-' 2 --------_.-""/ :.):..~ y t.\ T[. POAD CRYSTAL SPRINGS YELM, WASHINGTON I ::\;;"L A T rE- [) - -1 30.00 I 589"38"9- E r47.,~ s eg'.l8'tg" E" 197.9" 60.07 6l.30 I g ~ 62.58 I I I , I Ill: I~ 30 130 I I I r I ~ S 89.J8"9" C C\j 8 ~5"'00- - --- ~ J It) - ~4(J --~ -----L_ <\j ...... 3 i\~ 2 i\~ 1 o "'_ % 0 % '" 8 ~ o ~ " ,-, .\13 '" 0 ..p ~ ~ % .. '" ~ '" r , . , < . t. ./ t. _ , 1,..-, " It I I ., \_/ " ,- \ !:? 10 8 I , -. -L~ (:1 \ , ,_, ,_I ~, S 89'J8"9- E 147.18 ~ 5'-18 g Si /' '" 6 el7 ~I~ ~:g 8 '" e. 5 u 20~ eJ7 19 ~\ \~ l1:1 31.10 d 7 ::l, \,&,&1 ~I :l ~ .9-,1 .y.' t ~ ~I .. s 8, :.J7'55~ (" ~ 00"" 1 B ~I .. \ ~ g2.JO r "'~ ~I ,~ ~! . .. 9 N 8216'048' [ ;', ~~ IOS.J9 <:, " / ,J8 ,,' f ::\iF'i.. t\ TTf [) I 8 p ~ 10 17 ~ll cy I e2. . "'I :?: o 0 Ie 0 I:! " ~ % ~I" ",0 .. ~I I '-~ ~ S 89"38'06. C :L V) :; 10 .30.00 '" ~ 102.17 :;; ~,"'; 0 I e2 e25 25 I , 5 89"38'06- E / 16 ~5O:-00~ ~\ \ :"') ~ r 1-. 0... I e20 f7.7~ '0 0 V) 5 89'J"OO" E 1 ~ '" '" '" I . . '" .....:j .., - 12 ..,.. "'0 ., _0 13 11 ~g ,.. '" "'0 14 ~ I ~ ~~ 1'l g !:?8 15 ~ 8- 8- 8 - l'ld 0 I '" '" '" 8 ., g ~ '" I~ , ~ I uoo <<3.00 72.00 noo . .J.< U S Sg'JS'OS- [" J7J.J.5 8 oj ESTATES CURVE TABLE m DEl fA Cl 1S"51 'Of. C2 PO'OO '00- CJ '80'00 '00. Cf 110'''' 'JO. CS 90'00 ',J'" el 2"" 'If'" e7 57'07 'J.. C8 7J"07 'J''" C~ 82~J '07. CIO 27"20 .z,- C" 2:1'0' '5'. CI2 8'S~ .0" CIJ 41",3 .S. CIf 5':Jf f'. er5 leo'Oo '00. C,5 1S0'T)0 '00. C17 se'f2'5S. CIS r5'05 '59. CI9 , 1'Sf '2.3. eZO 78"27 47" e2' 7877 47" C22 12'''' "04. eZJ 'Z'13 '27" e24 12'35 'Z.- C25 25"27 '50. C26 2J'15 '5f" e27 ft'IS'lS" C28 Z8-:S5'Zl" C.U JJ'fP 'OS'" CJO 2J" 5 '00" CJ' fl'15 '17'" CJZ 2f'01 '01. CJJ 2Z'f2 '0.." CJf I 'f" 7 '2S" CJ5 3671 "J" CJeI 23'047 '08" C.J7 ~J-t8 '5Z" CJS 20"11' 'JO" CJ9 27"5' '5' CfO f I 72 '5Z'" l/M:: TABLE: M:) BEAA'U: t. , N 68'00 '00. C l2 N 8S'00 '00. C lJ N 40"J8"''" E If N 007"5"'" C l5 N 00"21'54'" [ "' S 89"38 'OS. C l7 S ,U:18'OS. E R,lJHUS Z'8. 'S 2500 25.00 5000 200 00 19J. IS 25.00 50 00 50 00 SO 00 50.00 50.00 25.00 2fJ 'S '000 1000 J5.DO 225.00 225.00 25.00 25.00 225 . DO 225,00 225 .00 5000 50.00 50.00 eO.DO 50 DO 5000 50.00 50.00 50.00 3'.00 .75 00 ." 00 35.00 200 00 ZOO 00 200 00 ,~",'A;.~1)2V..>\,~:;!.....;...{..,..;.'" lC~TH 7' 78 J9.21 78 5f 96,60 3'4 17 . .s 2f 9J 5J.82 7Z.33 23.88 20,22 7.S5 18.28 23.158 JI f2 3t f2 5J,89 15J.22 415 76 J.,24 34.204 1f1 44 48.00 49 45 22.22 20 3Z 36 00 25,24 29"r 20.30 4' .24 20,'7 n.8I 71 0" ," 0' 7215 57 00 72 2J 07.'0 I.... 45 DISfMeE '2 00 '2 00 8,"S If i' S '0 221 0.52 SCALE: '"$' ~-- -- o 25 50 DESCRIPTION PARCEL "B" OF CITY OF YELJ. BOUNDARY LINE ADJUSTMENT No. 0839 AS RECORDED IN VOLUME 12, PAGES 130-133 UNDER THURSTON COUNTY AUDITOR'S FILE No. 92040901 TOGETHER WITH AND SUBJECl TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF REcon E TRUE &- ASS PROFESSIONAL LAND SURVE POBOX 908 YELM, WASHINGTON 98[ (206) 458-2894 City of Yelm 105 YeIm Avenue West POBox 479 Yelm, Washington 9859T (206) 458-3244 NOTICE OF PUBLIC HEARING CRYSTAL SPRINGS ESTATES PLAT AMENDMENT ~ The City 9f Ye1m Planning Commission will hold a pub1 ic hear'ing on June 21,1993 at 4'00 pm and Ye1m City Counci1,on June 23,.1993 at 7:30 pm, to receive comm~nts,on a prop6sa1 to amend ~ 1~ lot subdivision by ~acating a street and creating one additional lot toa 20 lot subdivision This 4 5 acre parcel is located at 750 Crystal Springs Ro~d about 800 feet south 6f 93rd <;:ourt SE CKingsviewJ, in the NE1/4of the NW1/4 of section 19, Township 17 North, Range 2E~st W M ; and is more particularly descr .ibed a~ Parce 1 B o.f Boundary Line Ad)ustment #8039 The, hearings will be held at Ye1m Yelm, WA All- interested parties comments sh6u1d be mailed to P 0 delivered to City Hall Written to the 'hearings tQ be considered C i t y Hall, 1 05 Ye 1 m' Ave W , are i nv ited to attend Wr i t.ten Box 479, Ye1m, wA 98597 or comment.s must be received prior by the Commission or Council Additional information concerning this proposal may be obtained by contacting Ty Pet~rson, City Planner, at City Hall, 206-458- 8408 . /} l~:('O/h~ J Agnes Colom&o , City Clerk Attest: ) / ).l / ./ .r-y ~. t C/~~J I l) " . '. . ------------------------------------------------------------------ . -'. - . Pub 1 i shed Ma il eel to Posted in DO NOT PUBLISH BELOW Nisqui,1y Vally News, adjacent property owners, Publid Ar~a, ' THIS LINE 1993. 1993 1993 '@ Recycled paper DETERMINATION OF NONSIGNIFICANCE Description of proposal VACATION OF STREET TO AMEND A 19 LOT SUBDIVISION TO A 20 LOT SUBDIVISION Proponent HARRY LEWIS Location of proposal, including street address, ,. any 912 CRYSTAL SPRINGS RD, YELM, WA 98597 LEGAL DESRIPTION ON MAP Lead agency CITY OF YRT,M The lead agency for this proposal has determined :hat it does not have a Drobable significant adverse lmpact on the environment An environmental impact statement (EJ:S) is no: required under RCW 43 21C 030(2)(c) This decision was made after review of a completed environmental checklist and other information on file with the lead agency This information is available to the public on request ~ There is no comment period for this DNS o This DNS is issued unGer 197-11-340(3) r the lead agency will not act on this proposal for 15 days from the date below Comments must be submitted by Responsible official KATHY WOLF Position/title MAYOR, CITY OF YELM Phone (206) 458-3244 Address CITY OF YELM, PO BOX 479 YELM, WA 98597 'if-cdi;-, :Jr04 Q/f22j0S T1~ wITS rJ/& &NTJ~ ItA---r IdIl MuJ OM IN JUNE o~3 ~ Date ~/() 1// 73 Signature (Optional) o You may appeal this determin, at (location) no later than by (method) You should be prepared to make SpE Contact for SEPA appeals. lures o There is no agency appeal T\SEPADNS.FRM .- ,} .r-... .,0",,: - ~ :~:.~ :~:"~~:.~~~"-:~.- - ./ ......--.. ." - , ',. ~}if;~~~::,~L Jr". .,;. ..::..~.:; ';: .i" , -- ..;1, -'... !,,:,_:'-:-;.:" .~~.: I !i~~;:r'~~~. .~.. I..!-'~: . . i.'~ ]05 Yelm Avenue West POBox 479 Yelm, fVashingtdn 98591' (206) 458~3244 80 s:fF NOTICE OF PUBLIC HEARING CRYSTAL SPRINGS ESTATES' PLAT AMENDMENT The City or Yelm Planning Commission will hold a public hearing on June 21,1993 at 4:00 pm and Yelm City Council on June 23,1993 at 7:30 pm, to receive comments on a proposal to amend a 19 lot subdivision by vacating a street and creating one additional lot to a 20 lot subdivision This 4 5 acre parcel is located at 750 Crystal Springs Road about 800 feet south of 93rd Court SE (Kingsview), in the NE1/4 of the NW1/4 of section 19, Township 17 North, Range 2 East W M.~ and is more particularly described as Parcel B of Boundary Line Ad)ustment #8039 The hearings will be held at Yelm Yelm, WA All interested parties comments should be mailed to P 0 delivered to City Hall Written to the hearings to be considered City Hall. 105 Yelm Ave. W, are invited to attend. Writ~en Box 479, Yelm, WA 98597 or comments must be received prior by the Commi'ssion or Cbunci1. Addi~iona1 information, concerning this proposal may be obtained by contacting Ty Peterson, City Planner, at -City Hall, 206-458- 8408 Attest: /") C4Q!)~fJ c Agnes Co 1 oni;'o , City' C_lerk'_ 7 y/ //1 /) / (. tY/?J 1 fL)- -' -- ----------------------------------------------------------------- , . Published Ma iled to Posted in _ ' DO NOT PUBLISH BELOW Nisqu~11y Va11y News, adja~ent prop;rtJ. o~ne~s, Pub 11 c Ar ea, ry'-1~.3.1 993 - THIS LINE 1993. 1993. .. ,. ... .... '- ~I .1 " .;.,' : , :...: .-. ..: .;" t -, ~ .::. , , -~;'::' ;;- ~~" ,~:~:' . , -~ .;~::."':.~~~ """': ~. . .~....~ _~. . r.... .L.; ~ ,~ ,-;;. "Co .... ,~o :- \ '-. -/- "I." ~ " ,- .i" .... .. : ;~~f: . :'""_J:-', _~~:... :.. - ~ _-.. ~j : ~~" ~~_',~::~2;~'.c~}:i~~Z~~:~~ ,. ..... - -. o"~ - ;. " .... ,. ..-; ... - o,:"~'. .....'~ .....-- .- "., -:; _.- ...:- ~. T :;;. . "L;. ._._~'"_~.....-.~ "_.._~ ..:0.:- __:..- .-----.. ~ il~"" st RyaIi!Y~!!~~~W~ YELM, WASHINGTON 98597 AFFIDAVIT OF PUBLICATION STATE OF WASHINGTON County of Thurston D R. Miller , being first duly sworn on oath deposes and says that she/he is the edi tor of the Nisqually Valley News, a weekly newspaper That said newspa- per is a legal newspaper and has been approved as a legal newspaper by order of the superior court in the county in which it is published and it is now and has been for more than six months prior to the date of the publications hereinafter referred to, published in the English language continually as a weekly newspaper in Thurston County, Washington, and it is now and during all of said time was printed in an office maintained at the aforesaid place of publication of said newspaper Notice of Public That the annexed is a true copy of consecutive weeks, commencing on the 10 day NOTICE OF PUBLIC HEARING CRYSTAL SPRINGS ESTATES PLAT AMENDMENT The City of Yelm Planning Commission will hold a publiC hearing on June 21, 1993 at 4'00 p.m. and Yelm City Coun- cil on June 23, 1993 at 7 30 p.m., to receive comments on a proposal to amend a 1 9 lot subdivision by vacating a street and creating one additional lot to a 20 lot subdivision. This 4.5 acre parcel is located at 750 Crystal Springs Road about 800 feet south of 93rd Court SE (Kingsview), in the NEY. of the NWY. of Section 19, Township 17 North, Range 2 East W M., and is more particularly described as Parcel B of Boundary Une Adjustment No. 8039 The hearings will be held at Yelm City Hall, 105 Yelm Ave. W , Yelm, WA. All interested parties are invited to attend. Written comments should be mailed to POBox 479, Yelm, WA 98597 or delivered to City Hall. Written comments must be received prior to the hearings to be considered by the Commission or Council. Additional information concerning this proposal may be obtained by contacting Ty Peterson, City Planner, at City Hall, (206) 458-8408. Attest: Agnes Colombo, City Clerk Published in Nisqually Valley News, Thursday, June 10, 1993. Hearing Crystal Springs Estates Plat Amendment as it was published in regular issues (and not in supplement form) of said 1 newspaper once a week for a period of of June 19 93 ,and ending on the 10 day of June ,19 93 both dates inclusive and that such newspaper was regularly distributed to its subscribers during all of said period. That the full amount of the 27 00 fee charged for the foregoing publication is the sum of $ which amount has been paid in full. 'p / f> 67~f /f' -f. {" L,- Subscribed and sworn to before me this 10 day of 19 9~ June j , residing at Yelm, Washington. This form officially sanctioned by the Washington Newspaper Publishers' Association 6 ." City of Yelm. 105 Yelm Avenue West POBox 479 Yelm, Washington 98597 206-458-3244 NOTICE OF PUBLIC HEARING CRYSTAL SPRINGS ESTATES SUBDIVISION The Yelm City Council will hold a public hearing at 7:30 p m on Wednesday, November 18, 1992, to receive comments on a request from Harry Lewis of Olympia to subdivide a five acre parcel at 750 Crystal Springs Road (Parcel B of Boundary Line Adjustment #8039) into twenty lots The hearing will be held at Yelm City Hall, 105 Yelm Avenue W , Yelm, Washington All interested parties are invited to attend Written comments should be directed to the City Council and may be mailed to POBox 479, Yelm, WA 98597 or delivered to City Hall Written comments must be received prior to the hearing to be considered by the Council The Council's decision will be final Additional information and copies of the proposed plat may be obtained by contacting Todd Stamm, City Planner, at Yelm City Hall, (206) 458-3244 Attest: Shelly A Badger City Clerk ------------------------------------- DO NOT PUBLISH BELOW THIS LINE Published: Nisqually Valley News, Thursday, Mailed to property owners within 300 feet: Ma i 1 ed to agenc i es: J /) / d. ~ , 1992 / /d~~ ' /~ / ? 1992 , 1992 DID YOUR NEIGHBORS RECEIVE THIS NOTICE? PLEASE PASS THE WORD ALONG W tJ R J'\ i?AN ?--~ . fl ~-- - -", \9"""\.ea. --- (,,<:., "- c.. Go. ""Go. J ' \ f \ , , \ , "- ?- rf) .., Q e'"", 9 ~ ill , 2 /\ "'- I\J ro "- ~ r -~, <j r 0'_ '""' ~ -~ :;~ ,,\ '-, 3= 3= \-_ -, eo ::=) <:--:..) ~ \~-, \8 0 50 ~~ tf If) <? ill 111 <7:" 01 r 4- 5 8,qKE I~ (l 111J,01'T'(;/V If r' ! '3= /( /ly &s i WI nl /.1'-4 N E: (;/ ... IV ~. ill / ( 3 \ <:::> J = " ~I -r- ..-- /0 \ \ Q 0 ___lDF ~ 50 i1! [11 N S~,L~: ,$ In f IJ .i\i s en 0 0 ..-,~ J 2 - .., (j) a Go. '5 -,~ I ' - , c c.:> "- ~9 f" 3- .,J j 11 ~I 01 i 0 0\ 30 a. \2- \3 0 ,q (I, 0 IJ ill \ r: \ , rl 1 \ so \ \ wi I \ ~i/ \ - ~~()1 r - 0 ,n 45 \2f' _0 \ \ \ \ 0 eo 0 '9 0 \8 0 \\ \0 0 (: 0 0 0 \.- , <:0 0 ~ , Cl/~ , \ 1 I , /.~ [ ',ea. """\3 '0 \a. . ',,- ---_.-e,'o 3<<' I I I ( ~ \1 €. ,.;C 1 \ "'\ ...::7,<._ 1- L J3" Ft.f iJ v/? r;: , , t- ........, , ,,/ '" \0 S'::>?J; O'v"-....1~E:~ '->Q '- '-- '--' ---- 501 0'-' _L ~MES ~E,--('f ~=E""'O' ='--'D.,'- 10 .3 ~ S, '5 E , '< ELJ. c..se.- \s,s GENE" BQRGES STEVE GILBERT ?ARAMETRIX P.O. BOX 460 SUMNER WA 98390 LARRY KAAR ?UGET POWER & LIGHT ? 0 BOX 486 YELM WA 98597 SECT , ICHAEL VAN GELDER PLANNING COORDINATOR INTERCITY TRANSIT P O. BOX 659 OLYMPIA WA 98507 GLENN DUNNAM THURSTON CO FIRE ATTN BILL STEELE P.O. BOX 777 YELM WA 98597 DEPT YELM ATTN P O. YELM TELEPHONE CO GLENN MCCARTEN BOX 593 WA 98597 WASHINGTON NATURAL GAS ATTN CHUCK WILLI.~S 3120 MARTIN WAY EAST OLYMPIA WA 98506 THURSTON CO PLANNING 2000 LAKERIDGE DR SW OLYMPIA WA 98502 ATTN JOHN SONNEN PCA ATT JAMES 909 SL SUITE 1 LA WA SE WA ST DEPT OF TRANSP DISTRICT 3 HEADQUARTERS P.O. BOX 47440 OLYMPIA WA 98504-7440 ENVIRONMENTAL HEALTH DEPT ATTN PHIL BRINKER 2000 LAKERIDGE DR SW OLYMPIA WA 98502 D.ll.VE Y;::LM ? O. YELM, HOUGHTON COMMUNITY SCHOOLS BOX 476 WA 98597 ) J Was!tll6ftll~'It@1l'\l $ilaitP; fn)tP;\p)21Il'i!:mel1'lltt @g 'if\rall'\lslP>@[1''ft(al'~B@1l'il lIlluane lBerentsoll1l Secretary of Transportation lIllistrict 3 Office of District Administrator 5720 Capitol Boulevard POBox 47440 Olympia, WA 98504-7440 November 4, 1992 7-~-' ~~----__ , '. c-' ((~:':;r:~'- __" """~:.~..? t - ! --, Todd Stamm City of Yelm Planning and Building Dept. POBox 479 Yelm, W A 98597 Nav 9 '992 , ~.~---____ ; J <-'-"-~J Lewis Subdivision SR 510 MP 15 5 Vicinity E.C File No 92638-.T i, , " Dear Mr Stamm We have received and reviewed the above proposal and have the following comments The Department has identified the proposed subdivision as having an adverse impact on the intersection of Edwards St. and SR 510 The Department requests that the developer mitigate all impacts associated with the proposed development. While individual projects may have minor impacts, together they are creating a lower level of service on SR 51 0 We propose that the developer agree to participate in the funding to upgrade the state route To further explore the options associated with such improvements, we would like to meet and discuss different funding programs. Thank you for the opportunity to review the above proposal If there are any questions regarding our comments, please contact Fred Tharp at (206)357-2667 Sincerely, PAULA J HAMMOND P E. Transportation Planning Engineer District 3 Huo gp-lJ:zl~~ By PASCO BAKOTICH, III, P E. Asst. Trans Planning Engineer District 3 PJCH PB fot cc N Williams Harry Lewis I 5025 - Sunrise Beach Rd. I Olympia, W A 98502 File' 92638- T I D [g:T~:~~l~j Department of Community Developnent PO Box 479 Yelm, WA. 98597 October 28,1992 RE: Preliminary plat Crystal springs Estates Dear Mr. Stamm. We have reviewed the above me tioned subdivision and have the following comments: 1) We request that utility easements be included in the ingress andiegress easements. 2) Yelm Telephone Corn any will provide service to the subdivision as stated in our Tariffs filed with the Public utiliti s Commission. If you have further questions lor desire more information please ~:o:;::~o ~me at (2061 458-5343 wal~ Purdun Facilities Engineer I , I I I I I I I I 105 Second slet S.E. 0 Po. Box 593 Yelm, WA 0 9~597 0 (206) 458-2171 A subsidia~ of COMERCO, INC t lOO'X Recycled Paper City of YelBn 105 Yelm Avenue West POBox 479 Yelm, Washington 98597 206-458-3244 October 26 1992 Harry Lewis 5025 Sunrise Beach Road Olympia. WA 98502 Subject. Subdivision #8056 - Crystal Springs Estates Dear Harry, As you know, on Tuesday, October 20, the Yelm Planning Commission conditionally recommended that the City Council approve your proposed twenty-lot preliminary plat of five acres east of Crystal Springs Road The Commission recommended that this plat be subject to the conditions set forth on the attached page 4 of the staff report and that: (1) The access point from Crystal Springs Road be located across from Kings Lane to reduce safety hazards (2) Provision be made for access to property to the north and/or northeast (3) The plat include a 12-foot buffer zone with 4-foot mounds and fir trees along the east side and a state- ment that requirements for buffer zones on industrial property to the east and south have been waived The City Council will consider this proposal and recommendation at a public hearing at 7:30 p m on Wednesday, November 18 I encourage you to attend the Council hearing ~~2- r:dd Stamm, City Planner ---- Enclosure: Staff Report Page 4 Copy: Jim Keyes, POBox S Frank and Jackie Jones, 714 Crystal Springs Road GEORGE CULLINS 9502 CULLINS RD [ELM WfJ.. 98597 'ROBERT CECIL POBOX 377 YELM WA 98597 LEO LE FEE VRE ? 0 BOX 1056 [ELM ;vA 98597 HARRY B LEWIS 714 C?YSTAL SF ST NW Y E U'1 iN A 9 8 5 9 7 FLOYD CUr'1MINGS F 0 BOX 24 {E LM .1 A 9 8 5 9 7 MILTON JOHNSON 9616 CRYSTAL S? ST YELi"1 WP. 985 St7 GENE BORGES GLENN DUNNAlvl RONALD l1CCAMMANT ." 903 CRYSTAL SP ST NW YELM HA 98597 VIRGIL BAKER 14501 BERRY VALLEY RD SE YEU1 WA 98597 FRANK JONES 714 CRYSTAL SF ST NW YELM \V.4. 98597 SALLY TAYLOR-MCCLOUD 909 CRYSTAL SF ST NW YELM WA 98597 WOOD FABRICATORS INC 955 MARKET 8T TACOMA WA 98402 RANDY GAY P O. BOX 418 YELM WA~' 98597 . :)" SARAH LAWTON 15624 COATES RD SE Y ELM IV A 9 85 9 7 -EDNA F. BANKS 809 CRYSTAL SP ST NW fELM WA 98597 CENTRAL RED I -'1IX ::05 E SUMA :ENTRALIA WA 98531 ~:::!'1 KITCHEN ~~902 VAIL C~TOFF RD SE ?~INIER WA 98576 J:SQUALLY IND:::AN TRIBE ~320 SHE-NAH-NUM DR SE CLYMPIA WA 98503 JOHNNIE CAREY i 72 8 NE NORTH 2AINBRIDGE ~SL WA 98110 " DONALD WORKl'LLi.N 912 CRYSTAL SF ST NW [ELM WA 98597 c/o S'Y 0(L1) . ;v liD I /' ~~l~' lrih (jlr v '1 C1 \ C A f\ (I.c A to !/). WOOD FABRICATORS INC 955 MARKET ST TACOMA WA 98402 I I ,.-, C I > - \ .,,, 'v';' i ) . ' UL. i'\I~K/2/)I(D ( 79/ ?fl; S-c HIe }:)'i/1 ell CffVtJ~ f"i \;' . '" '-~~i~ i C~111 / ;;p ~- I '(l.BLE rGf'WAr~' I ~~. -fl"" . ( l:t~URN -~~"ER I ~u.b-UuJtJ..k-- ~D ! ,L,L,!,,!',!!! .R t:. '_~'- ,-....--..-:r..~ .1* .;,~~_[tT-;>~ ,'; .<; ~i~~IfAGEi: (',v ,,' v. . U . 1* '\ .~ ,,~ . ";.-1---..7'. ,j 1<- OCT'?G'92 ! /. (, ....1 * l - i!,,1~"I-~')QI' f .-._....~--: J..~:: (;;Sj~ '-'. . ~ (ld-W I ')ER r 1-- \~ I .~ ,'~ '0 ~J\ .. YELM CITY HALL COUNCIL CHAMBERS -/ MINUTES YELM PLANNING COMMISSION Agenda Item/ Motion No 1. The meeting was called to order at 4 00 by Tlm Schlosser Members present. Joe Huddleston, John Klnnee, Torn Cundy, Jlm Keyes and Tlm Schlosser Jim Brown, Torn Gorman, Roberta Longmire and George Knight were unable to attend. Guests. Tlm & Janet Leggott, Jack Peugh, Ken Garmann, Frank Jones, Jeff Creeclius and Torn Shaut. Dick Wilson, Torn Parklnson, Pat Wheeler, Rlck Kolills, Fred Tharp, Don & Charlotte Miller, Warren Simmons, and Harry Lewis. Staff members present Todd Stamm and Agnes Colombo. As a quorum was not present, the September 15, 1992, regular meetlng and September 29, 1992 work seSSlon mlnutes were not approved at thls tlme and the meetlng proceeded to Publlc Hearlngs. Tlm Schlosser explalned that no action could be taken untll a quorum was present. 3. Amended Cullens Road Annexation and Zoning (ANX8064). Request to expand pending twenty-acre annexatlon to a total of 120 acres. Original annexation initlated by Robert Henderson to annex flve acres along Cullens Road has been expanded once to include Clifford McFall's property. Mr & Mrs Guzzetti are requestlng lncluslon of their 100 acres with Residentlal/Agricultural zoning whlch is very slmilar to the current county zoning of 1 dwelllng per flve acres. Public Hearing Opened at 4 10 p.m. All speakers were requested to identify themselves prior to speaking. No conflict of lnterest was ex:pT"essed. No audience objections to any Plannlng Commission members participation was voiced. No members had received lnformation, other than staff reports, prior to the public hearing Stamm gave an overview of the staff report. Analysls indlcates that a) the proposed annexation and zonlng appears to be consistent with Yelm's Comprehensive Plan, b) zoning for development should await completlon of the new comprehensive plan, c) the request creates "slice" of county property between Yelm Creek and Cullens Road which would reduce ownership approval needed from 60% to 50% for annexation purposes, d) street could be left In YELM PLANNING COMMISSION OCTOBER 20, 1992 REGULAR MEETING PAGE 1 J. -". .!'! \ Agenda Item/ Motion No. county or brought into the City, both jurisdictions would have comments regarding this, and e) a City Council Publlc Hearing lS scheduled for October 28, 1992. Publlc Comment invited. None forthcomlng Tlm Schlosser acknowledged recelpt of a letter, whlch had been distributed to Commisslon members, statlng Opposltlon of several local resldents to the proJect Addltlonal correspondence was a letter from DOT stating that the proJect had been identified as havlng an adverse lmpact on the state route that needed to be fully identified and mltigated and requesting the opportunlty to review and comment upon any development of these propertles prlor to the lssuance of any bUlldlng permlts RlCk Kolills pointed out that the annexatlon and development are two separate lssues Todd Stamm explained that the Clty Council is requlred by law to lnform the petl tloner If a land use plan lS required Tim Schlosser inquired about the current condition of the roads. Stamm replied that the roads were not up to Clty standards. Joe Huddleston clarified that the area falls outslde the Clty's utllity serVlce area Members acknowledged that the request lS conslstent with the Yelm Comprehenslve Plan. Public Hearing Closed 'at 4,:2'Op~'m. 92-42 MOTION BY JIM KEYES, SECONDED RECOMMEND CITY COUNCIL APPROVAL ROAD (GUZZETTI) ANNEX UNANIMOUS ifilIlC!i-~ confirmed due to J ",de of quorllJ11-,.. BY JOE HUDDLESTON TO OF THE AMENDED CULLENS at th~ next r~gdldr meeting rp~ -;;;;- ~ 3 & 4 VANCIL ROAD/YELM AVENUE COMMERCIAL REZONE (ZON8064) AND VANCIL ROAD MULTI-FAMILY REZONE (ZON8068) PUBLIC HEARING. Vancil Rd/Yelm Ave Commercial - requesting rezone of sixteen acres fronting on the south side of Yelm Ave between Vancil and MorrlS Roads from Residential- YELM PLANNING COMMISSION OCTOBER 20, 1992 REGULAR MEETING PAGE 2 I ':.. , ,). Agenda Item/ Motion No. Agricultural to Commercial vancil Road Multi-Family - requestlng rezone of elght acres along Vancil Road to MUltl-Family. Publlc Hearlng Opened at 4-23 p.m All speakers were requested to ldentify themselves prlor to speaklng. No conflict of interest was expressed. No audlence ob]ectlons to any Planning CommlSSlon members partlcipation was vOlced No members had recelved lnformatlon, other than staff reports, prlor to the public hearing John Kinnee arrlved at 4 24 completlng a quorum. Stamm revlewed his staff report Analysls of the commerclal rezone request lndicates' a) only slgnlficant lssue lS boundarles of zone, b) whether to include parcels where the owner has expressed no preference, c) that the southern boundary should not extend further than the flnal alignment of the planned east-west arterial (Y- 2 - from SR 507 east to Morris Road along 105th Street), and d) property owners must understand that dlrect access to this new arterial wlll not be available from commerclal developments Jack Peugh - questioned locatlon of duplex. Four-plex to his north sits rlght on the dlvlsion line and locatlon of the proposed (Y-2) road. He indicated that he had over the years been in contact with both the county and clty on thls property and hls deslre for commerclal zonlng. .""'"~ Stamm explained that when a propertY,rnakes a proposal we must respond In 90 days. Jim Keyes stated that zonlng doesn't always follow property lines and that perhaps Mr. puegh could work with Erling Birkland (to his west) and bring a proposed alignment to the City. Tlm Schlosser stated that If the road goes north of the 4-plex there would be no access to commerclal and suggested he work with Erling Birkland to arrive at a solution. Jack Peugh - stated that he would contact Erling Birkland to discuss the matter. YELM PLANNING COMMISSION OCTOBER 20, 1992 REGULAR MEETING PAGE 3 .. -= "'", Agenda Item/ Motlon No. Stamm reviewed his staff report Staff analysls of the multi-family rezone request lndlcates that. a) the Clty's comprehensive plan lS indefinite regardlng standards for sltlng mUlti-family, b) prlncipal lssue lS whether thls area should constitute a transltional area between commercial and residentlal, c) road allgnment also affects thls request. Other lssues mentloned were increased trafflc changing road deslgnation and how to pay for right-of-way for road, possibility of a Local Improvement Dlstrlct was mentioned )A small wetland area that has not be categorized Scot~h broom covers the area suggesting that this lS not really a wetland There were no audience comments Jlm Keyes felt this was a good area for multi-family even consldering the problems with road condltlon and alignment that need to be addressed and that parcel(s) lYlng between the proposed commercial and mul tl-famlly be included as multi-family Ethel Jo Curry - said that she was sure the parcel owner wouldn ' t have a problem Wl th thls change from R/ A to Multi-Family. Tim Schlosser stated that a change to multl-famlly zonlng would result in an increase In the property owner's tax rate. Joe Huddleston commented that thls would posslbly force multi-family on two parcels, depending on the road Tlm Schlosser recapped the proceedlng. The Commerclal rezone would be tabled untll Mr puegh and Birkland to work out a proposal on the ~location of the by pass road Correspondence received: a letter from DOT statlng that both the Peugh/Lefebvre and Curry/Birkland Rezone Projects had been ldentlfled as having an adverse impact on the state route that needed to be fully identified and mltigated and requestlng the opportunity to review and comment upon any development of these properties prior to the lssuance of any bUllding permlts. 92-43 MOTION BY JIM KEYES, SECONDED JOE HUDDLESTON TO RECOMMEND CITY COUNCIL APPROVAL OF REZONE TO COMMERCIAL (C-l) OF THE PROPERTY LYING NORTH OF THE LOCATION OF THE Y-2 ROAD. MOTION CARRIED. UNANIMOUS. YELM PLANNING COMMISSION OCTOBER 20, 1992 REGULAR MEETING PAGE 4 " "- , , " Agenda Item/ Motion No. Stamm stressed the logical use of the ditch as a boundary between multi-family and residentlal and when questloned by Tim Schlosser lndlcated that open space requlrements would apply to the slte. Issues of concern to members wlll be addressed In the land use plan when completed. 92-44 MOTION JOE HUDDLESTON, SECONDED TOM CUNDY THAT THE COMMISSION RECOMMEND CITY COUNCIL APPROVAL OF THE REQUESTED REZONE (ZON8068) AS SHOWN ON THE MAP TO MULTI- FAMILY. MOTION CARRIED. Rick Kolills - questloned road condltions and If they should be brought up to standards. Tlm Schlosser replled that was a condition of development Publlc Hearlng closed at 4.55 p.m. * MOTION 93-42 CARRIED 6. Asher Rezone (ZON8059). Proposal to rezone s lX acres north of West Road along Yelm Creek from Slngle-famlly Residential to Multl-Famlly Residentlal. Publlc Hearlng Opened at 5:00 p m. All speakers were requested to identify themselves prlor to speaking. No conflict of interest was expressed. No audience objectlons to any Planning Commisslon members particlpatlon was vOlced. No members had received lnformation, other than staff reports, pr lor to the publlc hearlng. Jim Keyes stated that he had worked on the orlginal plat but that the contract had been completed some time ago and that no conflict eXlsted Correspondence received: Schlosser acknowledged a packet of letters, five from indlviduals/familles and one from SlX individuals/famllies. Also a letter from DOT statlng that the proposed Asher Rezone had been ldentlfied as having an adverse impact on the state route that needed to be fully identified and mitigated and requesting the opportunity to review and comment upon any development of these properties prior to the issuance of any bUllding permlts. YELM PLANNING COMMISSION OCTOBER 20, 1992 REGULAR MEETING PAGE 5 ~'. Agenda Item/ Motlon No. Tom Shaut - expressed his obJections to the proposed rezone and the negative effects it would have on traffic, Yelm Creek and what lS baslcally a single-famlly residential area except for his buslness which was grandfathered when annexation to the City occurred. He also questioned access to the property and lndicated that he had been allowlng access by use of drlveways on elther slde of his buslness, Tom, Dlck and Harry's Meat Market, but he had In a letter dated October 19, 1992 denled contlnued use of the drlveways to Mr Asher. A copy of the letter was presented to the CommlSSlon Stamm revlewed hls staff report. Staff analysls of the multi-family rezone request lndlcates that a) the City's comprehenslve plan is lndeflnite regarding standards for siting multi-famlly, b) prlnclpal lssue of whether this area should constltute a transitional area between commercial and resldentlal, c) lmpacts on Yelm Creek and the wetlands associated with the creek, whlch could require setbacks of from 50-150 feet and d) road capaclty. Stamm stated that whatever decision was made a clear statement of reasons would be required. Commlssion members questloned the road and proposed changes the Yelm Transportatlon plan Stamm replied that the funding requests were stlll before DOT making funding uncertaln. Schlosser noted that the proponent was not in attendance. Janet Leggott - spoke and expressed her concern about the proposed change and the effects on the neighborhood and also its impact on the wlldlife in the Yelm Creek area She also felt that multl-family close to the creek was a hazard to small children whose families would be drawn to this type of housing and felt that the possible 50 or more apartments, as mentloned In the DNS exceeded the capaclty of the area. She questioned the capaclty of the sewer system to handle the development and the lmpact of development of thls magnltude on the animals on the other slde of the creek YELM PLANNING COMMISSION OCTOBER 20, 1992 REGULAR MEETING PAGE 6 J '"- .~ Agenda Item/ Motlon No. Ken Garmann - stated that if approved the auto trafflc on all surrounding streets would increase dramatlcally and was not In favor of the rezone. Tom Schaut - addressed lssues lncluding eXlstlng homes on the property, access problems, rental property belonging to the proponent, tne situation with increased traffic from such a project, the water line problems created by Mr. Asher in the past and the fact that Mr. Asher built two houses on one parcel In the past as well as Mr. Asher's general dlsregard for compllance wlth applicable rules. He also stated that problems exist with flooding from Yelm Creek Todd Stamm remlnded the audience and CommlSSlon that thlS actlon lS for zoning only, anything else would be part of the development process Pat Wheeler - stated that she had worked on the Yelm Creek restoratlon and was concerned about the effects of multl-famlly on the area. She sald that she had spoken with Gordon White, who headed the restoration project, and he expressed his concern about the negative impact thls type of development would have on the creek. She also indicated that Mr Asher's current rental units were not well cared for. Warren Simmons - stated that the wetlands on the property would reduce available land from SlX to about four acres which would not be sufficient for such high density development. Jim Keyes advlsed that Mr. Asher would still have to comply wlth all Health Dept. requirements etc. Tim Schlosser added that the only issue belng addressed to day is the appropriateness of the zonlng request Tim Liggott - stated that he didn't understand how an access road would be posslble In the amount of SDace available. Tim Schlosser emphaslzed that was not the lssue belng addressed to day, that Mr. Asher could, if he wanted, tear down his house to allow access. YELM PLANNING COMMISSION OCTOBER 20, 1992 REGULAR MEETING PAGE' 7 4>-. ~t.. Agenda Item/ Motion No. Warren Simmons - stated that until West Road lS lmproved nothlng should be allowed that would result ln lncreased trafflc. Tim Llggott agreed wlth Mr Slmmons assessment of the situation. Torn Shaut - commented that due to the heavy volume of trafflc on Yelm Avenue people are already uSlng West Road as a bypass and that lt was too narrow for existing traffic. He felt that no addltlonal traffic should be allowed untll the long range lmprovements have been made. Pat Wheeler - questloned the long range plans for the area. She was told that the Comprehens1ve Plan 1S be1ng worked on now Publ1C Hearing was closed at 5 35 p.m Schlosser recapped the sltuat10n lncluding the general lack of fac1li ties and road condl t10ns and that the Comprehens1ve Plan was being worked on at this tlme and the views of the neighbors. 92-44 MOTION I SECONDED THAT THE PLANNING COMMISSION RECOMMENDATION TO THE CITY COUNCIL BE TO NOT APPROVE OF THE ASHER REZONE REQUEST (ZON8059) AT THIS TIME AS THE REQUEST WAS NOT TIMELY, FACILITIES TO SUPPORT THE PROPOSAL WERE LACKING AND DUE TO THE LACK OF ADEQUATE ROADS TO SUPPORT SUCH DEVELOPMENT. MOTION CARRIED. When questioned Stamm indicated that letters could be sent to the City Councll concernlng the Vlews of residents. Jim Keyes stated that the Planning Commission and C1ty Counc1l need to develop standards for denslty along the Creek. Harry Lewis - agreed that the creek needed protection but hoped that development wouldn't be totally ellmlnated. Pat Wheeler - told of problems wlth young people Slnce the llttle pocket park was put in on First Street by the creek. Jim Keyes left at 5' 45 present. ;/ p m A quorum was no longer cJw ~ ~ f;JiN.r ~ YELM PLANNING COMMISSION OCTOBER 20, 1992 REGULAR MEETING PAGE 8 <I - '.. Agenda Item/ Motion No. 7 Crystal Springs Estates Preliminary Plat (SUB8065) A proposal for a 20 lot subdivlsion east of Crystal Sprlngs Road. The Planning CommlSSlon had recommend that the Councll not approve the rezone request for thls property Councll approved the request subject to rezoning of two parcels to the north from Industrlal to Resldentlal and the slting of the UCBO on the parcel to the south. Harry Lewls - stated that he had been worklng on the project Slnce June and that nelghbors don 't want an lndustrlal use there. He also said that the City Councll fel t that the buffers would be created by the UCBO, Jones' property and the rezone (to the north) and that a 40 foot roadway between hls and the UCBO site added addltional buffering. Stamm revlewed the staff report. Staff Analysis pointed out eleven items to be considered lncluding: lntersection location, access to Crystal Springs Road, connection to City utillties, sidewalk improvements, road standards, lot entrance size, street lighting, fire hydrant placement and conformance with Fire Distrlct needs. Additlonally any industrial developer must provlde a 60 foot buffer. Members questloned the SUP recommendatlon for the UCBO and that it was not intended to contrlbute to zoning changes in the area. They expressed concern at the further erOSlon of Industrlal zoned property. John Klnnee pointed out that land avallable for Industrlal/ light lndustrlal is belng lost and can't easlly be replaced. He also questioned how they can protect the home buyers from the chance that an industry could be put in next to them at a later date. Tlm Schlosser pointed out that the plat would note this fact and the purchaser would have to accept that or not purchase Members felt they had no choice but to recommend approval. 92-45 MOTION JOE HUDDLESTON, SECONDED TOM CUNDY TO RECOMMEND CITY COUNCIL APPROVAL OF THE CRYSTAL SPRINGS ESTATES PRELIMINARY PLAT (SUB8065) ~ WAIV --Of THE 60 FOOT BUFFER REQUIREMENT AND SUBJECT TO ALL S REE~ ISSUES YELM PLANNING COMMISSION 1;./6 OCTOBER 20, 1992 REGULAR MEETING PAGE 9 fJ k ...-r d_ l.- _ L/. -' ,)1A~ ".-.. ~ ... Agenda Item/ Motlon No ON THE ADJACENT SITE AND THE REZONE OF THE PROPERTIES TO THE NORTH. UNANIMOUS, must be confirmed at the next regular meeting due to lack of quorum. 92-46 MOTION JOHN HUDDLESTON, SECONDED TOM CUNDY TO TABLE THE FOLLOWING AGENDA ITEMS' #2. STEP FORWARD TASK FORCE ASSIGNMENTS, #3 PARKSIDE PRELIMINARY SUBDIVISION PLAT AND #9. RESIDENTIAL LOT SIZES. UNANIMOUS'p'- H\'\:l3t L~ ROn fi rmpn ::lit th€l Rex:f- rpgu 1 Fir mppt-; ng ~llP to 1 ~rl< af ~ MEETING ADJOURNED AT 6.10 P M. SUBMITTED 1992 MEETING SCHEDULE November 3, 1992 December 1, 1992 November 17, 1992 December 15, 1992 YELM PLANNING COMMISSION OCTOBER 20, 1992 REGULAR MEETING PAGE 10' October 20, 1992 The undersigned parties have agreed between them the following: 1. The developer of Crystal Springs Estates will provide an approximate 12 foot buffer zone along the east line of the plat. 2. The developer will build 4 foot mounds interspersed with fir trees serviced by drip irrigation to soften ~he boundary and separate the properties. ~'7// , ? / /'./;:-;.-<_1.'-/ c-A i' -,1 /7 j _ /? ~.(, / 'v \.x~ '-'~ '----, Harry B. Lewis 5025 Sunrise Beach Road Olympia, WA 98502 _/ / / ,/ .-~./ / '------>--a /-c::::L. ~ / Frank & '~~Ctjue'fi ~ Jones 714 C~ystal Springs Road Yelm, WA 98597 3= 3= ,?jJ (~ ~ , \ \ \ ~ /\ r-; c.::> \ '"'" " \ s;.' Cl - 1-1 .............. ,-_") t:".:> 3:=-) ';(j /"R. / ..... 1c::J,.,18 - ::.:J / ~ \ ~ \ \ I \ % \ \ \ 5 \ \ !52 ),...~ ~ 4- \ , ~ t:\. '.....~/ ----- 1::::::- 0'-:>_- (J) l ~ \ , - \------- '" \ '" \ \,\~ '" \ \0 ~ liJ '50 , s~' 0- m :.\ '- - / c ~ I, \0 '"'-...-=>\ I ....~-- " 8 \ ,-~-= '=- y \ \0 ~\ \ 80 \ \ \ \ '00 \.;o? '" <3 <I- Wlda / /2 7 '5u/far \5 ,() -' ~ \ \) \\ 10 \ \ .b~ \ t-- \, ,. 70 \ i \ \ h I~ I / \3 l;) ~ " , \ \ \ \ \ \ \4- , "'. 7D 12. ,1" ,.",,;; ~l<; II I. [j U 11 :-1). i J;~I~ ~ li" ./ ''<...4: <" ~'" \ \ ~ ""~\.. '<) C) " \2. ,. ., ~ l' \ I \ ' , , 6S' 70 '31 \33~ --- l:J'lC I I t- .........1" / L-- L_ '_.I " ~ __~9_ 8t==:?); O'^--l "-lE) \-I 5 o , I J _L_ (=_.._~~~E5_~E' _.~.3,u___,,_ ..~ ... ~ ~Q,oA- ~~~' t ' yjJ-~'<C~lJ~ ~~~~:5D '0,~~ ~~ ~ c00 ~~, C~ --1 ~ ~Cll<--~ ~ ~ ~ \)0L ~<(j ~~ ):j) ~ ~fj'S6 \ ______' hOJ"-\\ u6oA- ., , 0-,,(1 ~(j~Wv Q(\ ~(,\It . '. \ C\ \\). J ~~(\i ~ ~.0m, ~ --- ~~~ ~ ----- City of YellD 105 Yelm Avenue West POBox 479 Yelm, Washington 98597 206-458-3244 September 29, 1992 Randy Gay POB 418 Yelm, WA 98597 Don and Vicki Workman 912 Crystal Springs NW Yelm, WA 98597 Subject: Crystal Springs Road Zoning Dear Mr Gay and Mr and Mrs Workman, Thank you for your letters expressing an interest in changing the zoning of your properties from Industrial to Single-Family Residential So we may resolve issues relating to Harry Lewis's proposed development to the south, and access to the road to the north of you, the City Council is interested in learning as soon as possible if you wish to pursue this proposal Please contact me as soon as practical to discuss this issue For your convenience I have enclosed the necessary rezone applications forms Note that you may split the fee or make other arrangements as you see fit I would appreciate it if you could contact me prior to the next Council meeting on October 14 Thanks Sincerely, r~s~ Todd Stamm, City Planner Enclosure: Rezone Application, SEPA checklist copy: Harry Lewis , I I I I jorich _ · · ;j5g- ~93 ))~ 1-1 (;J(ht~lJ pJ OJ JII0 ~ 'J.1h -1 WJ _ ;fA Vf pc fliJ tfl uJ uV J/IU AWuflfl'rj flW<. rlvd1 ~o (ju6jdi r:f 1;,.., '..-' I I J ( ci v l). i" U \ VJ "J \~ 5' I.) #: .:zP In """.PI ,0 \I ;2\'-- ~ 11 ___/ 1 ~r~==-~ \1 ~\\ i\ \ ~ ~ ----- ~ ..j ~ l~ ) 24 , ~I ~ -------- I~ =----------- ,- 19 CI'TY OF yf,LM J~NE 16. 1992 PUBLIC HEARING H. LEWIS REZONE & SUBDIVISION Rf,Z-8055 & SDB-8056 /' -' ,- !~~. I ~'\> 1"; ~ :::l '-l ----- i.~ < ~ C) 1: It ~ _JIIIJ \" " (~ \ t \ '\ \. f:. ' /"' I ) ,/ , -,;\ ~ .... I ' \): I c, , . \".. \.\iV -- .c" 1 (\ I ., \ f , ' 1 J '" '- ./ i' I, \ . , "\ '''; ) " Cl ~ I' c.(jS+~ ~f b 1\,WI\~' ~ 7 \\, (~(.'(7 ( \ \ I . ---' 1< ~ () :t ~ , I I' / -, /.1 t, e \ V\ ..\'1.. Lf~ ",\ Ou.-)- ) -") "" t' J \" '~ \ \ \ ," -' /' '1 ' ] t", I j, \ I 1-' J-'~.i ,",<"'" ~ ' ~- - -~ ~l I (-.-'" ~~ ti / City of YellD 105 Yelm Avenue West POBox 479 Y elm, Washington 98597 206-458-3244 September 28, 1992 Harry Lewis 5025 Sunrise Beach Road Olympia, WA 98502 Subject: Crystal Springs Estates Rezone #5025 Dear Harry, As you know, on Wednesday, September 23, the Yelm City Council conditionally approved your request to change the zoning of your property east of Crystal Springs Road from Industrial to Single-Family Residential The Council concluded that the selection of the Lefebvre property as the community center site and the support of owners of other immediately adjacent property constituted substantial changes in circumstances since the Commission hearing justifying this amendment to the land use plan As set forth in the enclosed resolution, this zoning change will only be effective upon two events occurring The two neighbors to the north must submit applications to similarly rezone their property, and the site selection and approval of UCBO's community center must be finalized In accordance with the resolution, the Crystal Springs Estates preliminary plat will be scheduled for review by the Planning Commission at their next regular meeting As we have discussed, you should be prepared to proposed appropriate buffers for this residential development from the potential uses of the neighboring industrially zoned property Please let me know if you have any questions about this process Si;~ z:;:; :.d : Todd Stamm, City Planner Enclosure: Council resolution #268 copy: Tim Schlosser, chair, Yelm Planning Commission City of YellD 105 Yelm Avenue West POBox 479 Yelm, Washington 98597 206-458-3244 August 27 1992 Harry Lewis 5025 Sunrlse Beach Road Olympla, WA 98502 Subject Crystal Springs Estates Rezone ~ 8055 Dear Harry As you know on Wednesday August 26 the Yelm City Council tabled your request to change the zoning of your five acres along Crystal Springs Road This delay will provide an opportunity for sitlng of the new UC80 center to be resoived before a decision is made regarding zoning or your potentially neighboring property You may expect the Council to again consider this matter at thelr next regular meeting on Wednesday September 23 Sincerely /~b-- Todd Stamm, City Planner cc Randy Gay POB 418, Yelm Leo LeFebvre POB 1056, Yelm Frank and Jackie Jones 714 Crystal Springs Road, Yelm Mar~ Carpenter, POB 171, McKenna City of YellD 105 Yelm Avenue West POBox 479 Yelm, Washington 98597 206-458-3244 JI.ugus t 27 1992 Randy Gay POB 418 Ye1m. WA 98597 Don and Vicki Workman 912 Crystal Springs St NW Ye1m WA 98597 Subject Crystal Sprlngs Estates Rezone #8055 Greetings For the City Council to officially respond to jour requests for a change in zoning of your properties from Industrla1 to Sing1e-Faml1y Residential designation, it will be necessar/ for you to submit an app1icatlon for a zone change Enclosed are the necessary forms Please note that you may divide the $250 fee as you see fit (Unfortunately lt is too late to realize any savings by combining your request with that of Mr LeW1S Slnce all the necessary public hearings have already been held) Should you have any questions regardlng such a zone change please feel free to contact me at your convenience Sincerely, T trd/~ Todd Stamm, City Planner cc Harry Lewis City of Yelm. 105 Yelm Avenue West POBox 479 Yelm, Washington 98597 206-458-3244 NOTICE OF PUBLIC HEARING CRYSTAL SPRINGS ESTATES PLAN AMENDMENT, REZONE, AND SUBDIVISION The Yelm City Council will hold a public hearing at 7 30 p m on Wednesday, August 26, 1992, to receive comments on a request from Harry Lewis of Olympia to change the comprehensive plan designation and zoning of a parcel west of Crystal Springs Road from Industrial to Single-family Residential (R-1) and to subdivide the parcel into twenty lots This 4t acre parcel is located at 750 Crystal Springs Road about 800 feet south of 93rd Court SE in the NEt of the NWi of Section 19, Township 17 North, Range 2 East W M ; and is more particularly described as Parcel B of Boundary Line Adjustment #8039 The hearing will be held at Yelm City Hall, 105 Yelm Avenue W , Yelm, Washington All interested parties are invited to attend Written comments should be directed to the Yelm City Council and may be mailed to POBox 479, Yelm, WA 98597 or delivered to City Hall Written comments must be received prior to the hearing to be considered by the Council The Council's decision will be final Additional information and a copy of the proposed plat may be obtained by contacting Todd Stamm, City Planner, at Yelm City Hall, 206-458-3244 The City of Yelm as lead agency for this proposal has determined that this proposal does not have a probable significant adverse impact on the environment An environmental impact statement (EIS) is not required under RCW 43 21C 030(2)(c) This decision was made after review of a completed environmental checklist and other information on file with the lead agency This information is available to the public on request There is no comment period for this DNS You may appeal this determination to the Yelm City Council at the address below,by submitting a written appeal no later than August 26, 1992 You should be prepared to make specific factual objections Contact Shelly Badger, City Clerk, to learn more about about the procedures for SEPA appeals This DNS is not a permit and doe s !J c>_t by its elf con s tit ute pro j e eta p pro val Issued ~~ Todd Stamm, Clty Planner ATTES~JJ'L II. ~ Shel~f'~dger City Clerk Published Mai led to Mailed to Nisqually Valley News, Thursda~JlUg/~t 13 Neighboring Pr,.-9perty l~ners: /0:L Agenc i es . ';Y / / (J.;' , 1992 1992 1992 tl/J{!, \ J_ -'., ZL>U ;?055/S0JjgtJS6 :!I> Yelm City Council Yelm, Washington Re: Harry Lewis Rezone Request .... Dear Council Members: The following is information concerning the rezone request for four-plus acres on Crystal Springs Road that may be helpful in your decision concerning that request. As you are serving in a semi-judicial role for this hearing, I am prohibited from talking with you personally. I have therefor prepared the following and hope that you will have the opportunity to visit the property prior to the hearing. Having lived in Yelm for twenty years, I sincerely believe that locating an undustry or other business on the acreage under consideration would not be in the best interest of the neighbors and the community. The following is my argument for zoning change from industrial to residential: 1. No access to Rhoten Road for truck traffic will burden Crystal Springs and the Middle School with truck traffic. 2. This property was zoned industrial 15 - 20 years ago. Change has occurred over the years from industrial to residential in this specific area, presently surrounded by residential homes on three sides. Placing industry on the property would create problems for adjacent home owners, the School District and the City in my opinion. 3. The subdivision would include buffering on the east border with tree screening and berms by the developer to, mitigate and define conflicting uses. 4. All titles adjacent to industrial property will include notations indicating that fact to assist in mitigating future problems. 5. Under the requirements of the Growth Management Act, the cities need provisions for reasonable housing. This small lot subdivision would assist in providing those requirements. 6. The rezone would not detract or devalue the existing industrial zoned area. The site located in the outside corner of the industrial zone would not impinge on future industrial applications. -2- 7. All adjacent neighbors contacted objected to siting industry on the property and objected to industry or business locating on the site (see enclosed list of signatures.) "" I firmly believe the rezone to residential is in tl\e best interest of the surrounding community. Thank you for your consideration. Sincerely, ,/ //~ ~.~ / I ;7) /' '/" "--"7'; / I ~ /~,'/y L / l ,((i/(:: c / I ('(;-jPc;:j ~ ,. Harry B. Lewis i -. I '(;~'~I-II \'~~_J I 1 I 21 I i I 3 I - --:\ -II '.----- -,-- i 1--. s I -~~~1~~~~~~r=;~~~~ . u: 1~'):~~~F~~ltd~-~~~/~~~f?~~~=jd~~ L . i '-/~ - ~b=_. --------t~~1/<Id~ R _'0 II 4tl ~~ '1-~~-----7-LL'f-1:7~(-l1S'S1 :: II ~~#:::::,. .-~-~-~-=~~~L~ctt~~,;1 :, II(fE~' J' ,;: .-______2LL~~~t- /r:.tMf!;- ~r 15 ils? ~r ~ },0-----. ~ --..-----:f2Lf-.-ouy~9;M^-~&-M-- --1~1 'p " . '" ~-:---.---- . __.2.1 ~.9-~~-gJ. -- . -- --. () AJ..Ji ~_ _____. --7'!.J..___Cj<'iUJA_c,._~A'(LI2~,_ ;7/1 ~/- (( . -- ( ( ___.______'_ . i l~~-:ze.(~~':~__! 1(,d:~0:~QJ_~-~....--....._____.______,_7_U~----.-~=-.-.____~____..=.___._ 1fJ 11/\ . ..::.. '" \:11 ~--J '" {( t ' ----,~-1':11 ~--..-n~ML-------'=?-LCp.---..------------. - . - ._u_.__._ . ..:.- -. _ _,. _ __.... __ _ _,.....___ , '_'__.U__'."__'__'__" __.__._..___..__.nu ._...._..___...___..__.._.___..__.__ _... _ - ~: II - --. --- --- --- I '-"'1 -. --.. . .__.____._______m ,___.__._u. 22 I - L--- 23 II "4 II I .251 25 I i -- i ;~7 I executwe ~ 28 _,!:~..:_~~,!.m City Council ...-.---.-r--..---' (~REP'\i1El! BY I H L _ i) i.-------f,.. -.--.ew'1 \ DArE 1 ) \'--- 8.-.:]---9-2-- .R~_-R.e..?'-O~'1.e..__Raq-Uas..t-Lo.r--CqlS.tal--RP.ri.n..gs....Es.ta.t e s The following neighbors living adjacent to the proposed ~_.,_.. --.- -."..----..- ---.'-' ._---,.._-,..~_.._.-.. -.-._--_.,-.....~.~---_._~----~._- .-.".---- Crystal Springs Estates subdivision strongly support th~ - _ _,_,._ .~'~_H_' _ .._._._._.~___..__.___...._._~______.__.____..___.~._~___.__________. ___ _ request for a zoning change from industrial to residential. -- .-..-- --_._,._...___ __ "___H'_".__'_,,_ _..._..,.__~.___.____._..__..~__.___.._______._.__.,,__~____...___.________..____.. -_._~'~_..-.....-.._....,-~------~_.~--.._-.._--_._,._~-----.,."_.--~,---------- -_.-- --- --------.--'---..-".".,~~----_.."". ._......._-_.._,.......-._-~--"._.~_~.______~_______, ._u_ __ --_._..~ .,--_._-----_.__...~-,,-_._.,_.-.- _._-----._._.~_._-.._----_._._- -, -- - - ----~~-,-"----~,_._---.~_._--_._. --~_.._.__.........-~..,~---....._------_.----_.._----- .- ..-.-- - - -. --. ~-------_. _~._~__. _._._.._u.__*._.~.__..____..___..____~.____ ._..._____.__ ---..--.-----.. -~---_.__.__.~---~--_..__._-~,-----_._---_. --,.--.. ---.--" .-.._--_._-~---.._._._-_..__.~-_..._-". -----.-,----.-.-----------....-.- - -. -..--......-. --- -_.__.----~._------...------I--._.._-_. ~~- - --.---. --- ----il ~---- ~;~~~ _____L___ _.._~~-- III ~ ,J .j ::> u } I ~- ;;P~-;Z;--3~ # In CT ~ \0 iJ 2 \ ,I _____________ II ] q------- --- ~ ~ if) ~ 10 C) ~ 11 C( %1 --Ita I j w '1 ~ ===---=~~] ---- < --.l ~ i ~ ' ~ o ~ ~ o :t ~ (}(Jews l I'?;J Ie 24 ~I -L- L /9 -r-~------- CITY OF YELM JUNE 16, 1992 PUBLIC HEARING H. LEWIS REZONE & SUBDIVISION REZ-8055 & SUB-8056 ~ L'f, ~ \J . 6) l) ~ 1 ~ ~ r ~----- u < 12 C) :t ~ . - 1__: C,;, t' /),::: 4(,<;:: Sup' ~(JCL 3- ~""'C<>"~?~;'S)':"" ~~:j~':;-'~~~;~~"r;:~ft.f~;;~7.'} , ~~:-C"". en tLJ To: Yelm City Council PREPARED BY DATE Re: Rezone Reque~t for ~ry~r~l ~pr;ng~ F.~tates 2 The following neighbors living adjacent to the proposed 3 Crystal Springs Estates subdivision strongly support the 4 request for a zoning change from industrial to residential. 5 6 Name 7 0 /""' _ ~A-_C-( Address 8 /o/() /O/Q 10 11 ~ . I 12 13 --- - 14 _.._'--~'-' -- .~,--- 15 -.. 16 17 I -. r 18 19 I I ~''-- -""---.__..~.~~-~~~-~~'-~~.'.- ~-~.,_._-~-~ 20 I I I - 21 I -------.----\ '-- .~--_._--- --- _. 221 23 _.- --. 24 ...---------- --- - -------_...-.--~,--------------'-.~-------..._-...- 25 -- 26 27 ---- .----,. executive '!I 28 ---.-------- - .. - CRYSTAL SPRINGS ESTATES - ZONING AND PRELIMINARY PLAT (ZON-B055 / SUB-8056) STAFF REPORT AUGUST 21 ~ 992 Backqround A request from Harry Lew,s to change the zoning or 4 62 acres east or Crystal Springs Road from Industrial (1=) to Single- Family Res1dential (R-1) and to subdlvloe 1t 1nto 20 lots was reconfigured as two parcels bv Boundary L1ne Adjustment 0839. Parcel B 1S proposed for rezoning and subdiv,sion ~~~o ~ :~~ Baslc Facts Proponent Harry Lewis of Olympia Proposal Plan amendment and rezone trom ,ndustrial to single- family resident1al and twent/-lo~ orelimlnarV 013. PubliC Notice Public - notices mailed hear'ng advertised to property owners n Nlsquall~ Valley within 300 feet ~~e~s Location East of Crystal Springs Road (700 Block North) Comprehenslve Plan Site deSignated as Industrial Single- famlly residentlal to the north Residential Agriculture to the west across Cr;stal Springs Poad Industrial designations to the east and south Zonlng Site zoned Industr1al (IZ) Industr1al zoning to the east and south Residential Agr1culture 5-acre to the west Slngle-famlly zonlng to the north w1th intervening property zoned Industrlal Land Use Three slngle-family homes adjacent to site Abandoned wood products industry to northeast Scattered residential and rural resident1al development to the west UCBO has proposed a 5-acre community center adjacent to the southern boundary of the site Critical Areas Deslgnated as extremely sensltive aquifer area Soils and Geology Spanaway gravelly sandy loam. 0-5% slope excessively drained glacial outwash soil suitable for homesites, limited by poor filtering capaclty for sept1c system adsorption Topography Generally flat drains to Yelm Creek Staff Report - ZON 8055 / SUB 8056 - Parking & Traffic. Sight distance meets standards, off-street parking required for each lot Wastewater No system proposed Water Supply Connectlon to city system l~ accordance wlth standards proposed Power and Energy Puget Power Dlsaster PlS~S No unusual assoclated wlth future immediate risks. potentla' ris~ reighboring industrial uses Flre Protection Thurston Fire Dlstrlct No 4 bv contract With City of ielm Police Protection statlon C,ty of Yelm - approxlmatel! one mile to Apollcable Standards and Policies State Law Zoning pursuant to pew 35 63 and 35A 63 Commlsslon is to reVlew plat to assure conformance to general purposes of comprehensive plan and adopted standards and speclflcations To approve a subdivision, written flnd,ngs are required that (a) Approprlate provislon have been made for public health safety and general welfare, and for such open spaces dralnage ways streets or roads alleys other public wajS transit stops potable water supplies sanitarl wastes parks and recreation playgrounds schools and school grounds and other relevant facts. lncludlng sidewalks and other features that assure safe walking conditlons for students who walk t9 and from school. and (b) The publlc use and lnterest wlll be served by the plattlng of the subdivision and any dedication State Envlronmental Policy Act (SEPA) Threshold determination pendlng - determination of nonsignificance antlcipated Comprehensive Plan Industrlal Goal To encourage industrial/manufacturing developments that wlll diversify the Yelm economy and provide jobs Industrial policy #1 calls for specifying areas targeted for industrial development and preserved for those uses Res,dent,al policy #2 states that Residential areas should be protected from non-residential uses by buffers, changing intensity or Staff Report - ZON 8055 / SUB 8056 - 2 land use, special use permits for certain uses, etc Yelm Municipal Code The single-family residential (R-1) zone is intended to be a low density residential area protected as to its residential quality values and amenities so as to conform to the system of serVices available and to provide for such community facIlities as will enhance the resIdential Qual,tv o~ the area (iMC 17 22 010) The purpose of this (Industrial) =one is to provide an environment exclusively for and conducive to the deveiooment and protection of a broad range of industrial activit,es including modern large-scale admlnistrat've facilities research institutions and specialized manufacturing organ,zation This =one is ,ntended to prOVide areas fer those industrial activities that deSire to conduct business in an atmosphere of a prestigious location 'n which environmental amenities are protected through a high level of develooment standards (YMe 17 32 010) SubdiviSions are governed by Ordinance 436. Commission reViews subdiviSions pursuant to Chapter 3 De='ign and Development Standards In residential subdivisions private access points street ll~hting public water septic systems and off-street parking are required Private recreation areas sidewalks along arterials curbs and gutters and public roads are deSirable See Yelm Development Guide of Comprehensive Plan and Chapter 4 of the SubdiViSion Ordinance Staff Report - ZON 8055 / SUB 8056 - 3 Staff AnalYS1s To comply with Yelm subdivision standards the following conditions are needed (1) Lots 1 through 4 and 20 may not access Crystal Springs Road (2) A var1ance from the 500 foot 1ntersection separation is required for the access point as it lS about 250 feet from Kings Lane (Baker s ~dd1tlon) \Crystal Springs 1S classifled as an arterial but traffic estimates for the /ear 2010 place lts load at the margln between belng a collector and an ar ter 1 a 1 ) (3 ) Proposed city road roadway sectlon C standard D must be named and 'mproved to local standard The cul-de-sac may be (4 ) Panhandle lots (4 7 entrance 14 16) must ha\/e 20-fcot Wide ( 5 ) Street name and control developer's e~pense '3:gns shall be instailed ~+- "''' (6) Due to density connectlon to Yelm sewer system required for development and occupancy (7) Connection to Yelm water system requ1red for each lot (8) Sidewalk improvements along Crystal Springs Road may be reaulred If needed to serve walking school children (9) Yelm currently has no cul de sac standards. conformance with needs of Fire District may be required Temporary cul- de-sacs bulge may be by easement rather than ded1cation (10) Street llghting 1S requlred - at minimum at lntersect10ns (11) Fire hydrant placement should be indicated Planning Commission Recommendation Finding that the proposed zoning was inconslstent with the 1ndustrial designation in the Comprehensive Plan, and that the general area along Crystal Springs Road should not be redesignated as residential, the Commission recommends denial of the rezone and, accordingly, denial of the preliminary plat In the opinion of the Commission reduction of the industrially designated area would be contrary to the long-term interests of the communlty and increase the potentlal for confllcts between residential and lndustrial development Staff Report - ZON 8055 / SUB 8056 - 4 ~ ~ (' I~ -- (' ~ ~ ...--- ------- ~ Rya~~~~~A . ~~ ' ! YELM, WASHINGTON 98597 AFFIDAVIT OF PUBLICATION STATE OF WASHINGTON County of Thurston D.R. Miller , being first duly Sworn on oath deposes and says that she/he is the edi tor of the Nisqually Valley News, a weekly newspaper That said newspa- per is a legal newspaper and has been approved as a legal newspaper by order of the superior court in the county in which it is published and it is now and has been for more than six months prior to the date oithe publications hereinafter referred to, published in the English language continually as a weekly newspaper in Thurston County, Washington, and it is now and during all of said time was printed in an office maintained at the aforesaid place of publication of said newspaper Notice of Public That the annexed is a true copy of Hearing Crystal Springs Estates Plan... as it was published in regular issues (and not in supplement form) of said newspaper once a week for a period of 1 consecutive weeks, commencing on the 13 day of August 19 92 , and ending on the 1'1 day of August , 19 92 both dates inclusive and that such newspaper was regularly distributed to its subscribers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of $ which amount has been paid in full. 54 00 br 1?r~/~~ Subscribed and sworn to before me this 17 day of August .,' 19 92 ! ' . '~rl1 i:C-) V I / , . I and fOf! the.~State, 'l(ashington, \ \) " ') , -, ....'.~' " '\" """" \residing at Yelm, Washington. '>, ,", ; I Ill' ') \~ (Ii/)' \ \ . 'I '1" '1 1 ".. ..... This form officially sanctione'ctlby,!,~e\\I\\\\' Washington Newspaper Publishers' Association ~~:':t:~' 'R!::~J NoricE OF PUBLIC HEARING CRY$l\?AlhSPRINGS EST-ATES] PLA"NAMENDMENT'j REZONE A!:jD \.: ~ , ----.- SUBDIVlSION The YelmCity Council will hold a public hearing at 7:30 p.m on Wednesday,August 26, 1992, to receive comments on a request from HarrYLewis 'of Olympia to ;cha~ge the comprehensive plan deSignation and zoning of a parcel west of Crystal Springs Road f~om "I~- dustrial" to "Single-family ReSI- dential" (R-1) and to subdivide the parcel into twenty lots. This 4% acre parcel is located at 750 Crystal Springs Road about 800 feet south of - 93rd Court SE in the NE% o,f the NW%of"Section 19, Town~hlp :7 J'o'North7P1ange 2 East W.M., and S~'~1 .moreparticularly described as Parcel ~. Bof Boundary Line Adjustment~039; , The hearing will be held aVYelm City Hall, 105 Yelm Ave,nue VIl..,Ye~m, Washington. All interest~d (parties are invited'to attend Wntten com- ments should be directed to the Yelm City Council and may be mailed to P.O Box 479, Yelm, WA 98597 or delivered to City Hall Written com- ments inustbe received prior to the , hearing 'to be conside5e~ -,~y t~e ' CounciF' The CouncWs deCISion Will be final.Additional information and a copy of the proposed plot may be obtained by contacting Todd Stamm, city planner, at Yelm City Hall, 206-458-3244 The City of Yelm as lead agency for this proposal has determined that this proposal does not h~ve a pro- bable significant adverse Impact on the!ahVlronment. An environmental, impact. statement jEIS))snot r~-. q'uitEid'llnde~ RCW 43:21.9'9~0(2~(c:);jO This deCision was m_adEl~fter revIew of -a completed.:'environmental, checklist and other information on ' file with the lead agency This i.nfor- mation is available to the public ,on request. There is no comment penod for this DNS. / You may appeal this determination to the Y.elm City Council at th~ ad- dress below by submitting a wntten appeal no later thilflAugust;~6,'.1992. ; You should be prepared 'to make-: specific factualobjections:'Contact , Shelly Badger, city cle~ki'tolearn , more aboUt the procedur~s for SEP~: '~ppeals,(This DNS is, n()t' ~ permit. ~nd does not by itself con~tl\~t,~ pro- , Jec(approval f", !~.,;'.< , Issued: Todd Stamm, city planner , Attest: Shelly A. 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"....-"'-"- City of Yelm 105 Yelm Avenue West POBox 479 Yelm, Washington 98597 206-458-3244 July 30, 1992 Harry Lewis 5025 Sunrlse Beach Road Olympia, WA 98502 Subject. Crystal Springs Estates (ZON-80S5/SUB 8056) Dear Harry, As you know, on Tuesday, July 21, the Yelm Planning Commission recommended that the City Council deny your request to change the zoning of four and one-half acres along Crystal Springs Road from Industrial (IZ) to single family residential (R-1) The Commisslon found that the proposed zonlng would be inconsistent with the comprehensive plan designation of this site for industrial uses and declined to amend the plan after finding that reduction in the potential industrial area of the city would not be in the communlty's best interests and would create the possibility of increased land use conflicts Consistent with this recomendation, the Commission also recommended that the requested preliminary subdivision plat approval be denied Per your request, these applications have been scheduled for public hearings before the City Council on Wednesday, August 26, 1992 Notices of those hearings will be distributed ln the near future Please feel free to contact me if you have any questions regarding this process Sincerely, T~S~ Todd Stamm, City Planner cc. Leo Levebvre Floyd Cummlngs Robert Cecil Frank & Jackie Jones Don Miller Chauncy Lufkin Edward Windsor -/0- '/ c) D ~4/?7/Y7 airY ;::}4A//lI~~ ~V0cf/P~- A ~ ~.<Sc../~r c:J,c -/ ~c 4Dt/~S/E.. ~c:/~ t9Y T~ ~4A//:l.4;Vb a/t??/?7/;;//t1d_ r ./?//'7 / )2rFpd/ES-i7~ T~r-.hl Pd/B,?/c //6.4e/d0 ~ ~~/.:) EY T~ (3rv aOA.A::~c- ?O &e/-a;/2/.??';'..//C: 7~e /1tOt//f4~~/rY c!J~ )2,e2c:JA//~b 'T~ P~P./cD2TY 70 121C,E/0g;t7?h-c. t' c5/A/~c.V ~~{2 ...---- f~ ,:::~~" '~;I \j~ . ~~-' ~:'- t ,.;" ........tJ..;' \. ;." C_,,-- " '.-'( I , " f' ',; \< ,:;/7. .'.' ' .1';: t j t\ _, .,-/ i~_ l' ':;~'f f )),_r: \;.__~ /.. i1/!{~1 ~t~\\ \::a!~ /j~ ~\\ _. ,.Y ~ if /) ~ 0 16 July 1992 YELM PLANNING COlVTIHSSION I strongly object to your GHY.jTAL SPRINGS ReAD PLAN Al'1.i>1El,Dl'~l'TT AND REZCI~E as it affects my property for the following reasons. 1. The proposed eastern boundary of the proposed SINGLE FAuILY RESIDENTIAL takes in all but a 47' to 40' strip on the eastern boundary of my pronerty thereby making it of little or no use and devalueing my entire property. If a zoning change is to occur, it must at least encompass my entire property or be ammended in a more sensible manner. 2. My prorerty is currently used for a small family business (CUSTCM RACING COLORS) and a small horse breeding business in addition to a residence. It would appear more appropriate if it were to remain zoned as is. it f I 105 Yelm Avenue West POBox 479 Yelm, Washington 98597 206-458-3244 ~i (', T T (' (-I f~ [:>1 I H' I r ! I r: /, r-' I (-'FUS1/\L (PFnN'-"S E:~,~-l AlES PLAN AtlENm1Ei'n I?E ZOt.!l~ I\I'W StlBUJ \,1 12> TUN The Yelm Planning l.ornmis3ion \,/i 11 hold 2t publ ic hear inq at Ii OC\ p m on Tuesday June -16 1992 i-o r'ecell. e COlillWc'lnt.!3 01\ a reouesj- from Har'ry Lewis of Ollfmpia to change the compr'ehenc:!ve plan desiqnatlon and 20n-inq flf A !JAr'eel \,If~~;t 01 Cr .::;tal ~~prinqs '{cAd from Industr 181 to <:',H)f;Jle--fami f " P\~~31denl- ial (f"{-, I \ and to subdivide the parcel inh) h.Jenh lot.'?: Ihi':; 'J,\ ac/'e par'cel L) located at 750 Crystal Springs Road about 800 feet south of 93rd Court S E in the N E i 01 r heN W J of r..; e c j-j 0 n 1 H T 0 ',J n s h i 01 ( Nor t. h Range 2 East W M . and is more part1cularl( descrlbed as Parcel 8 of Boundar\. Line Ad iustmor!t: :/tOa3!] The hearing \v ill be he-I d at Ye 1 rn Li t.)1 H a '11 1 05 Y el m l\ v e n u e W {elm Washington All interested oarties are invited to attend Written comments should be directed to the Yelm Plannlng . rommission and may be mailed to P 0 ROK 479 Yelm W~ 98597 or delivered to City Hall Written comments must be received pt'ior t.o r.hf.> hear'inq to be rOJ'l,.iden:Hl bv the (ornm-is3ion rile Commission I s deciSIon \-111\ be in the form of a r'ccoll1lnendaLlr:m to the Ci tv Counc 1 'I Additional information and a copy ohtained by contactinq Todd ~Lamm Hall 206-458-3244 of the pror::1osed p18.t may be ( it" 1" a n II e r' E\ t, I e -, In C it" ATTEST ~~r~a+ f-'ubl i shed. N i SqU8 11;, Val! ey ~)e\.-/s Thur' 5 da y h"lIl e 4 HJ92 \I) ~ -I ..j ::> u ~ I ;e. ~d#> W 2 \ ~ { ] ~ W ~ r If) ~ ~ -J ~ W .~ 18 0 /9 10 _\ ~'-<' a ~ Q ~ ~ eo ~ ~ o :t l:\! I"?;) 24 Q ~ ~ a CITY OF YELM JUNE 16, 1992 PUBLIC HEARING H. LEWIS REZONE & SUBDIVISION REZ-8055 & SUB-8056 ~'7 \I) ~ ..j ~ \} e.~e=.~~~ .c-=C' s <\- :3 , '- a ~ - ~ ~ 2 ~ ~ ~.<, .<,q..'<.I s.>- " ~J... ~" -I i ! City of Yelm 105 Yelm Avenue West P.O Box 419 Yelm, Washington 98591 206-458-3244 June 11 1992 Harry Lewis 5025 Sunrise Beach Road Olympia. WA 98502 Dear Sir . f ;,)1- Enclosed is a copy of the staff report regarding your proposa le in the City of Yelm Copies of this report are being provided to the Planning Commission and are available to the general public Also enclosed is a copy of the Commission's agenda for next Tuesday You should be oreoared to comment on this reoort when your application is considered by Commission Please contact me if you have any Questions or corrections regarding this report Sincerely, rerdl5r~ Todd Stamm. City Planner Enclosure _ - ~~v'."-"'- \ CRYSTAL SPRINGS ESTATES - ZONING AND PRELIMINARY PLAT (ZON-80SS I SUB-80S6) STAFF REPORT JUNE 10 1992 Backoround A request from Harry Lewis to change the zoning of 4 62 acres east of Crystal Springs Road from Industrial (IZ) to Single- Family Residential (R-1) and to subdivide it into 20 lots Site was reconfigured as two parcels by Boundary Line Adjustment 0839; Parcel B is proposed for rezoning and subdivision l;3asic Facts Proponent: Harry Lewis of Olympia Proposal: Plan amendment and rezone from industrial to single- family residential and twenty-lot preliminary plat Public Notice' Public hearing advertised in Nisqually Valley News - notices mailed to property owners within 300 feet Location: East of Crystal Springs Road (700 Block North) Comprehensive Plan: Site designated as Industrial Single- family residential to the north Residential Agriculture to the west across Crystal Springs Road Industrial designations to the east and south Zoning: Site zoned Industrial (IZ) Industrial zoning to the east and south Residential Agriculture 5-acre to the west Single-family zoning to the north, with intervening property zoned Industrial Land Use: Three single-family homes adjacent to site Abandoned wC?qd products industry to northeast Scattered residential and rural residential development to the west Critical Areas: Designated as extremely sensitive aquifer area Soils and Geology: Spanaway gravelly sandy loam, 0-5% slope, excessively drained glacial outwash soil suitable for homesites, limited by poor filtering capacity for septic system adsorption Topography: Generally flat, drains to Yelm Creek Parking & Traffic: Sight distance meets standards off-street \) Staff Report - ZON 8055 / SUB 8056 - 1 Co parking required for each lot Wastewater' No system proposed Water Supply: Connection to city system in accordance with standards proposed Power and Ene~gy: Puget Power Disaster Risks: No unusual immediate risks; potential risk a~~ociat~d with future neighboring industrial uses Fire Protection: Thurston Fire District No 4 by contract with City of Yelm Police Protection' City of Yelm - approximately one mile to station Applicable S~andards and Policies State Law: Zoning pursuant to RCW 35 63 and 35A 63 Commission is to review plat to assure conformance to general purposes of comprehensive plan and adopted standards and specifications To approve a subdivision, written findings are required that: (a) Appropriate provision have been made for public health safety and general welfare and for such open spaces, drainage ways, streets or roads, alleys, other public ways transit stops potable water supplies, sanitary wastes, parks and recreation, playgrounds, schools and school grounds and other relevant facts including sidewalks and other features that assure safe walking conditions for students who walk to and from school; and (b) The public use and interest will be served by the <_p 1 at t i ng of th_e 5..ubd i vis i on and any ded i cat ion State Environmental Policy Act (SEPA): Threshold determination pending - determination of nonsignificance anticipated Comprehensive Plan' Industrial Goal' To encourage industrial/manufacturing developments that will diversify the Yelm economy and provide jobs Industrial policy #1 calls for s.Qecifying areas "targeted for industrial development and preserved for those uses" Residential policy #2 states that "Residential areas should be protected from non-residential uses by buffers, changing intensity of land use special use permits for certain uses, etc Staff Report - ZON 8055 / SUB 8056 - 2 ---~-~~-~-~-~-~- --'""-------~--_._---'.~-~------~.~ Yelpl Mpn;tqipalf.;,Q_Q.e: . Tile si.Qgle-tamUy res:Lqer:tt_i.,e~l (R-l) "__4.0n,e is intended to be a low density residential area protected as to its residential quality, values and amenities so as to conform to the system of services available and to provide for such community facilities as will enhance the residential quality of the area" (YMC 17 22 010) "The purpose of this (Industrial) zone is to provide an environment exclusively for and conducive to the development a~d proteqtion of a broad range of industrial activities including modern large-scale administrative facilities, research institutions and specialized manufacturing organization This zone is intended to provide areas for those industrial activities that desire to conduct business in an atmosphere of a prestigious location in which environmental amenities are protected through a high level of development standards " (YMC 17 32 010) Subdivisions are governed by Ordinance 436; Commission reviews subdivisions pursuant to Chapter 3 Design and Development Standards: In residential subdivisions, private access points street lighting, public water, septic s.ystems and off-street parking are required Private recreation areas, sidewalks along arterials, curbs and gutters, and public roads are "desirable" See Yelm Development Guide of Comprehensive Plan and Chapter 4 of the Subdivision Ordinance Staff Report - ZON 8055 / SUB 8056 - 3 .~..St ~ f f . Ana 1 YB i s To comply with Yelm subdivision standards, the following conditions are needed (1) Lots 1 through 4 and 20 may not access Crystal Springs Road (2) A variance from the 500 foot intersection separation is required for the access point as it is about 250 feet from Ki~~s L~ne (l;3aker's Addition) (Crystal Springs is classified as an arterial but traffic estimates for the year 2010 place its load at the margin between being a collector and an arterial) (3) Proposed city road" must be named and improved to local roadway section "c" standard The cul-de-sac may be standard "D " (4) Panhandle lots (4 7 14 16) must have 20-foot wide entrance (5) Street name and control signs shall be installed at developer's expense (6) Due to density, connection to Yelm sewer system required for development and occupancy (7) Connection to Yelm water system required for each lot (8) Sid.~.walk ilTlprov~ments_alo'1g Crystal Springs Road may be required if needed to serve walking school children (9) Yelm currently has no cul de sac' standards; conformance with needs of Fire District may be required Temporary cul- de-sacs "bulge' may be by easement rather than dedication (10) Street lighting is required - at minimum at intersections (11) Fire hydrant placement should be indicated Staff Report - ZON 8055 / SUB 8056 - 4 3= ~ r' fI) ~ /co 3= ;'- 8 l~ I=--1 1\._~~) ( -_I t"o :::') ,:--:.) /'1 ( --\ D I' ql ~I I wi r 30 If) I/l 4 iI1 r "3= I/l 3 ( 30' \<:::::'1,., \8 ,'^'" -;,--, ?:;:<\ G;. 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'_'___m_' ___ ____... __ '~__._ _________.__________ , .;5 ~~~/ll PlvPIJ Tib w-"" ~ It?< - _. .____.v__ -, ..-, ,-. ;}-~;;~ ';;;;A;' ;L ~j -- -.- _-_-.-_~~ =~~~~=~~~~__-'u,~~~_~~~~-~_.________ -___ ~ ____.~___~._"'__._____ ____ ~_ _.___.______ __ ____... _.-c -:.:...:.:: . _._ _ ___ _.___ _'__' ~__. _._.~l_~~I/!J!:~c~ !.!:.___;[~ ____Pt1E~~__~~.______~_.____________ .__ ._______~ ,,_____. ___ _ ___ _,_ _._,~)--~ ~~?!~!J:.~!.~_( _ =_ '-(!:!~~) _ __ ___ ,___ ____._________,_____________ __.. __, -__'. ___._ .___ ____5) _~_T I!.!l~ _ /~ _, ~(),~ ~ IJ _.:~qt_.__J:/J 2-.L__,____ __ __ ,___.________._ ___________ _____.,~_.__ ,_ ______ F) __!L~~!:!!!!~~_~ _ ~1J~C__~/J:1AfilJ!fF~{2~---------.-----.----. - .~..~-_.. u.~ .---.-.-~i~:~~:~~:;;;~;:;;tZl( _;~"p;~}t3;~~F_ .~. ( , 7, Y 0 ~ J y ~ ) -. _, _. __ _____ __. ______ _~_C_~Ij~__X_'J '!L~--)(------C-L.-~-S.L1:Y..----,-~--------- _.-__ ____.. ______,_______ ~(jJ)-.f1i7 _2~_~_x __r ,. /J...~~___ ___ _________ , - . ,-- ~t.).-..------------------ -- - - -----.-.- '-------~ - __u.~ II 'Ft--- -- ~ jgT'; tl-- OiN'-n fJ -:"', ~ jf-* fit 9..yaI~I~l&!~~~W~ ...- ! _~-!l. _~~~ A. Home-Owned Legal NffWspaper in Thurston County YELM, WASHINGTON 98597 AFFIDAVIT OF PUBLICATION STATE OF WASHINGTON County of Thurston D,R, Miller day NOTICE OF PUBLIC HEARING CRYSTAL SPRINGS ESTATES PLAN AMENDMENT, REZONE AND SUBDIVISION . The Yelm Planning Commission will hold a public hearing at 4:00 p.m. on Tuesday, June 16, 1992; to receive comments on a request from Harry Lewis of Olympia to change the com- prehensive plan designation and zon- ing of a parcel west of. ~rystal Springs (R-1) and to sub~lvlde the parcel into twenty lots. ThiS 4% acre parcel is located at 750 Crystal Springs Road about 800 feet south of 93rd Court SE in the NE% of the NW'/4 of Section 19, Township 17 North', Range 2 East W.M., and is more particularly described as Parcel B of Boundary Une Adjustment 0839. The hearing will be held at Yelm City Hall, 105 Yelm AvenueW.,Ye~m, Washington All interested parties are invited to attend. Written com- ments should be directed to the Yelm Planning Commission and may be mailed to P.O Box 479, Yelm, WA 985970r delivered to City Hall Writ- ten comments must be received'prior to the hearing to be, considered by the. COmmission. The Co':"rTlission's decision will be in the, form of a recommendation to the City Council ., Additional information and a copy of the' proposed plat may be o.btained by contacting Todd Stamm, city plan- ner at Yelm City Hall, 206-458-3244 ATTEST Shelly A. Badger, city clerk' \ Published in the Nisqually Valley News Thursday, June 4, 1992. ';\ :i" , being first duly sworn on oath deposes and says that she/he is the edi tor of the Nisqually Valley News, a weekly newspaper That said newspa. per is a legal newspaper and has been approved as a legal newspaper by order of the superior court in the county in which it is published and it is now and has been for more than six months prior to the date of the publications hereinafter referred to, publiShed in the English language continually as a weekly newspaper in Thurston County, Washington, and it is now and during all of said time was printed in an office maintained at the aforesaid place of publication of said newspaper Notice of Public That the annexed is a true copy of Hearing Crystal Springs Estates Plan as it was published in regular issues (and not in supplement form) of said 1 consecutive weeks, commencing on the 4 i ~ t ! { newspaper once a week for a period of , ? of June 19 92 , and ending on the June day of , 19 both dates inclusive and that such newspaper was regularly distributed to its subscribers during all of said period. That the full amount of the 4 92 fee charged for the foregoing publication is the sum of $ 33.00 which amount has been paid in full. ~ / I> ( ~d~-1Ql;-- Subscribed and sworn to before me this June 5 day of 19 92 ~, >.' ,~~~. ~L i!..:. 0, 'ct.- ,",-"'t. 'L__~_ P,Ublic in'amHor'the State of Washington, ' ~" I) 1..,.1 t..,! J' 1 : ) I residing at Yelm, Washington. ) , '>, This form officially sanctioned by the Washington Newspaper Publishers' Association ,......~ GENE BORGES STEVE GILBERT PAR!>.METRIX P.O. BOX 460 SUMNER WA 98390 LARRY KAAR PUGET POWER & LIGHT P.O BOX 486 YE LM W A 985 9 7 THURSTON CO PUBLIC WORKS ATTN BILL TURNER 2000 LAKERIDGE DR SW OLYMPIA WA 98502 SECT -' GLENN DUNNAM 0 THURSTON CO FIRE DEPT ATTN BILL STEELE P.O. BOX 777 YELM WA 98597 WASHINGTON NATURAL GAS AT TN CHUCK WILLIAMS 3120 MARTIN WAY EAST OLYMPIA WA 98506 DEPARTMENT OF ECOLOGY ATTN PAT LEE MS LU 11 7272 CLEANWATER LN OLYMPIA WA 98504-6811 THURSTON CO PLANNING 2000 LAKERIDGE DR SW OLYMPIA WA 98502 ATTN JOHN SONNEN OAPCA ATTN JAMES A. WILSON 909 SLEATER KINNEY RD SE SUITE 1 LACEY WA 98503 YELM TELEPHONE CO ATTN GLENN MCCARTEN POBOX 593 YSLM WA 98597 WA ST DEPT OF TRANSP DISTRICT 3 HEADQUARTERS P.O, BOX 47440 OLYMPIA WA 98504-7440 SNVIRONMENTAL HEALTH DEPT ATTN PHIL BRINKER 2000 LAKERIDGE DR SW OLYMPIA WA 98502 NISQUALLY INDIAN TRIBE ATTN GEORGE WALTERS 4820 SHE-NA-NUM DR SE OLYMPIA WA 98503 D~.VE HOUGHTON YSLM COMMUNITY SCHOOLS ? 0 BOX 476 YSLM, WA 98597 - - { ni' /~~\ C (;~ / GEORGE CULLINS 9502 CULLINS RD YELM WA 98597 LEO LEFEEVRE P O. BOX 1056 YELM WA 98597 FLOYD CUMMINGS P.O. BOX 24 YELM WA 98597 GENE BORGES x RONALD MCCAMMANT 903 CRYSTAL SP ST NW YELM WA 98597 'FRANK JONES 714 CRYSTAL SP ST NW YELM ~IJA 98597 WOOD FABRICATORS INC 955 MARKET ST TACOMA WA 98402 JROBERT CECIL P.O, BOX 377 YELM WA 98597 HARRY B LEWIS 714 CRYSTAL SP ST NW YELM WA 98597 MILTON JOHNSON 9616 CRYSTAL SP ST YELM WA 98597 GLENN DUNNAM ~ . VIRGIL BAKER 14501 BERRY VALLEY RD SE YELM WA 98597 SALLY TAYLOR-MCCLOUD 909 CRYSTAL SP ST NW YE LM W A 985 9 7 RANDY GAY P.O. BOX 418 YE 1M W A 985 9 7 , :::'ArtAli LAW 1 UN 15624 COATES RD SE YELM WA 98597 "'EDNA F. BANKS 809 CRYSTAL SP ST NW YELM WA 98597 ~CENTRAL REDI-MIX 305 E SUMA CENTRALIA WA 98531 JIM KITCHEN 14902 VAIL CUTOFF RD SE RAINIER WA 98576 NISQUALLY INDIAN TRIBE 4820 SHE-NAH-NUM .DR SE OLYMPIA WA 98503 JOHNNIE CAREY 7728 NE NORTH BAINBRIDGE 1SL WA 98110 DONALD WORKMAN 912 CRYSTAL SP ST NW YELM WA 98597 '& Er-oVIRONMENTAL CHECKLIST Proponent (c) t/ Ae~ LIEfWI~ Address ":5o/1..cl ~tYA//2i~ 1~,4 t::Ze7Ap - t!?t..-'/I'}'lPtA, ~~~ o/Ji!?'GP'l.- f20~) ~~ q-;qs- 2. Representative /.-{~~ ~ A~~&- P-& / /lJ e:;,. . Add ren r;::7, CJ r-i:3e:l''I- 7 feun I \IJ A q~e:5 q 7 Phone ( ~0) t./ '56- -7&J '7~ 3 Property Address or location (e 1 t S/T/R (f) Jlw4 /4- /"1 /\.l~ /lE ~~rl&'1\.i ofF . 5, Tax Parcel. (gl 11/2./1 it.1 .z/ pt/OtJ 6, Total Acres tj, v'2,. I IZt:;"'Z.Cl/'J ~ 'r 7, Permit Type: ?~t1IiAJAf2-I Pi-A:, 8. Zoning / /IJr.7(,7~TtZI A L.. 9, Shoreline Environment t-!o,..;-G jJ/A I ~ 10, Water Body * * * * * OFFICIAL USE ONLY * · * * * Jurisdiction TC . 0 . L . Other SEPA , (al Case' (b) Related Cases Date Received By Submittal Complettt Information Requested Incomplete Proposal (d) * * * * * OFFICIAL USE ONLY * * * * * Brief Description of the Proposal and Project Name: j?f-i,Oe J. ~~ A'-r2f3'h 1IVr'o /lo '!E:>/Al4t.~ PA/YlIL-..j {"pf-6 A/J.{.? ~Zc?Nf3. ,,,.-rk' orbif$ PrUJ/J1 jjI:Jt:?t?~~Al... -1"0 ~I A/ ~t..iE:. RVrJ I t....{ I 11. 12, Estimate.d CQlTIpletion Date '-"pc,.} AF3Jw'r!-ro Cc;/IIAI~r ..,0 1?AIVI"fA1?1 ~6'l-itif$e 13. List. of all Permits, Weensts or Government Approvals Required for the Proposal (federal. state and local-"ineluding rezones) AP?~v'A-~ ~{ At:..l-- art( tl~ YEiilA1 ~/~WNl.l~ C7epA(Z-r/J1E?N~ llJ. Do you have any plans for future additions. expansion or further activity related to or connected with this proposal? I f yes. explain f..-ip 15, Do you know of any plans by others whieh may .ffect. the property covered by your proposal? If yes, explain ;Jollie /:<AlClv./.J' 16. Proposed timing or schedule (including phasing, if applicable) 1?~'vO I'!.-.... A ~cNe 17 List any environmental information you know about that has been prepared, or will be prepared. directly related to this proposal, ;JPtJ~ I;(.Al(;7U/~ - , - \ , ENV I RONf..\ENT AL ELEMENTS t To be Completed by Applicant Evaluation for Agency Use Only " 1 . E'arth a General description of the site (circle one) .~o!ling, hilly, steep slopes, mountainous, other b V\hat is the steepest slop~ on the site (approximate percent slope) ? L-~,,=> ---rr/AN / ~7 c. What general types of soi Is are found on the site (for example, clay, sand gravel, peat, muck)? I f you know the classification of agricultural soils, specify them and note any prime farmland -:::SA~ A;Jc:> ~{2.A../fE3L d Are there surface indicators or history of unstable soils in the immediate vicinity? If so, describe. ;..)0 e Describe the purpose, type, and approximate quantities of '~any filling or grading proposed. Indicate source of fill. A W~t7;1\I ~ Pc; e rZP.G\ p ,c-pN -->,-rzv?-rtolt! /1.11:::7 pi./',-v.i2ii:J @~/t:.- r.:;:>,1l/ ~ .ej;.i~ &?,</J:i::,v -rl1~ pt.;-,A.,- '..-rvpt:;t2>:o;z:APIf-V t:7P '-rP/e:::. ?if!!?} -r'#~ C?(ZAr:7/IUC-- ~r:tt:J(/L--C? F3G rr?IN/MAi.- f Could erosion occur as a result of clearing, constr!,lction, or ,vuse? If so, generally describe. ;Jp.." f.-,/~E::~ g About what percent of the site will be covered with impervious' surfaces after project construction (for. example, asphalt or buildings)? ~&(Im A~ "2.0i7o ~q .Pi- /J-c;,( pO/Z-' ~i~c:-e?~ ,A./Vo -C?r;t(,~etf?VArt~ ,ANt::::? A r-'f>t7'-'r t:?, &:- Ac::, Pplf!:- /2cJAo> -- Ar5t7VT ~~cyo t:7P "7,r~ . h. '0 Proposed measures to reduce or control erosion, or. other impa~ts tQ ~he earth, if any At-l- t20At::::> ANt:? ~t?I'Z41 WA-rliiJi? P,--,/\N~ i.;\j,lA_ f::::bt5E t:?e:;:-::7I&:>.v/:E!!t::::' 6'1 A .?i-iil- jiiii?/Ii/fbte ANo At::::::~p;Z:t?"fE::;,C7;gi' r""~ .?/'r"Y o,p 'YEiL'YJ . Air 2 a, What types of emissions to the air would result from the proposal (j e., dust, automobile , odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities jf known.' iAI. A(./f'Pmot:fJ/~ t::I1I/!7'.710A/~ AtJt? t::t:?&!7/ff}v( PClt::7 ~p';6 !7n1P/~~ ON44::T -rN--e:7 ,t.U(~ f.f!3t:;L-€J/J16 O~P{EiI=>" .~ ~/l1i5 OCl"'i:f;( OUI2J/V~ {20Ao ?t7,tJ~1ZVc/rw.."j b Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe, IJO c Proposed measures to reduce or' control emissions or other impacts to air, if any /;:::: ~;:~~l~e Ch7~ ,..oIV~71'ClA-l~ t9~V1Z Pt.;?fZMJ0 ~JA r:;::? CPN i/::if ,v./A-('l!ii>{ZUV ~ '-rei/~4U. vJ CJ /.) '-'D 13~ l/f:;.E?P I ANY ~/}'I#~~;~,v~ WOt/(.,C> C<7/Y1f7v-f \"/trr4- ~C:VGif2#11 /&cVrfi'- J2.eiicPuvAMoAJ 7j To be Completed by Applicant 3. Water -r-r- EvaluatIon for Agency Use Only a, Surface (1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater. lakes, ponds, wetlands)? I f yes, describe type and provide names, I f appropriate, state what stream or river it flows Into, _ I. ---rite. P10CJd p(~//> 0+ Y-R//)1 C!Y'e't!'" p t--U<1:?V~P ~ y./'r-tCt'lv 4..do; ~?-/ -f/It? -f:::>/~ C ,d?~.-;:, ~--1?-I7rlV- -s.p(Z,.,v~-!; tZPAO) (2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please dE:scribe and attach available plans, ;Jo (3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and inaicate the area of the site that would be affected. Indicate the source of fill material: ;J 0 ,..JE3 (,.) Will the proposal require surface water withdrawal, Or diversions? Give general description, purpose, and approximate quantities if known, j-/t:J (5) Does the proposal lie within a 100-year flood plain? If so, note location on the site plan, fJL) (6) Does the proposal Involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. fJ't:J b, Cround (1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximately quantities If known. ;Up - ~~G?'Pr potz -rt-I~ pAC-i( '-rN.4-; "-r~ Ct"r/ oP fGil-nJ tAJArliiifZ -'7t.JpP~f I"::::> F~/11 vJ~ (2) Describe waste material that will be discharged into the ground from septic tanks or other sources, If any (for example: domestic sewage, industrial, containing the following chemicals , , " agricultural, etc,), Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the systemls) are expected to serve, --r;dt~ P(Zal~p-:::>I1''- f2eiPDj~Gi"> "rrlAT"~ C4rY o P' V6Vf/ ~~W tE3/Z 615 /Ft./-6?11 u..eC::> p/Z/ojZ. -fZJ p::::INA~'- pt.-AI kPP~IIA '- - 3 - . \ To be Completed by Applicant c Water Runoff (including stormwater) Evaluation for Agency Use Only !' .' (1) Describe the source of runoff (including stormwater) and method of collection and disposal, if any (include quantities, in known) Where will this water flow? Will this water flow into other waters? I f so, describe %vNC7Pf!!'v..Jt:7(.1~O 4?flIe:; PrZP/Yl -rN-~ AI~ f2-PAr:;;;>s ANt? ~~~ t::::?wiEt...L4tV(~u;;;. - ~rfCJr:wn OJ2AIVA~G Cc>tA-Gf&/ll)M 'vJ(;J~",;::? 18~ G?~~//V~c::{:i'!-Ei:z::> i-~rr,.f !2t/i<-/t;?;::::-P G-o~.c,..,~~ t!:?"v (2r"If!tu'd waste materials enter ground or surface waters? I f so, generally describe """-'- (A _<:::: . 'pA~'l,..i''/' ..... ~I ~ i/ tJ'-I/?et1 j PA p~~ t;:;IJ&>/Il1~tz-~D ANt:? iN 6rA t..I..-~ d Proposed measures to reduce or control surface, ground. and runoff water impacts, if any &~e c..,/ A bp"e- 4 Plants a. Check or circle types of vegetatiQn found ~n the site Deciouous tree alder, maple, aspen, other - Evergreen tree fir, cedar, pine, other - Shrubs ~rass ~asture Crop or grain - Wet soil plants cattail, buttercup, bullrush, skunk - cabbage, other Water plants water lily, eelgrass, milfoil, other = Other types of vegetation b What kind and amount of vegetation will be removed or altered? P~-f7/t2e ~y.eA::;~ i,Ui,-rl/1L/ '7"HC P;2PPC?~i?P f!!PAP fZl6#~f' OP VJAy A/VP' ON ~""rt../J!!e !3f..lJL-17,;AJc;,;.. ~~ -NlO#/f Au,c-fZilt?? ',NPVtA;::) ~~ /ZE?P/P-le.c;> ~e:j/.IrvA~ AN~ c List threatened or endangered species known to be on or ~LA/lIt:?~?A~ near the site iJo~ /?NCJW tV d. Proposed landscaping, use of native plants, or other measures to preserve or enhance ,vegetation OQ, the site, if any , .. '. ..' . " IjVC?i..J,,:?'/A~ l4/r& WPVLA::? /JiiNEJ::IV7VA-U-Y liB~ t-ANc?0!7C.,,4 ~ I::7f p..,p.rt..7l2e OuYAlG:<~ 5, Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or I'lear the site Birds haw k, heron, eag Ie ,Gi>n9bi~~ other Mammals deer, bear, elk, beaver, other Fish bass, salmon, trout, herring, shellfish, other b, List any threatened or endangered species known to be on or near the site t--'ClNG /<-tVCwA..! c, Is the site part of a migration route? If so, explain, V AI Ie-AI &l (.,1./ ,IL/ d, Proposed measures to preserve or enhance wildlife, if any Nt?,.JG - II - To be Completed by Applicant 6. Energy and "'atural Resources Evaluation for Agency Use Only " a, What kinas of energy (electric, natural gas, oil, wood stove, solar I will be used to meet the completea project's energy needs? Describe whether j t will be useQ_ .for heating, manufacturing, etc ! ~~&-lr"; f=?t:7~,,,,,t.,f G:::A~ AN&? 'WOOl? ~p~ J _ t::?C/YJGi-&f/L:- <H. fiii;Ar,N t'!? ANt:;;:;> U(2:::>#r'/1'L/ 4:=:- b \\ould your project affect the potential use of solar energy by adjacent properties? If so, generally describe ;\-10 c. What Io.inds of energy conservation features are included in the plans of this proposal? List other proposed measures ~o reduce or control energy impacts, jf any /JtlAJ~ 7 Environmental Health a Are there are any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, ur hazardous waste, that could occur as a resul t of this proposal? If so, describe No' (' ) Describe special emergency servict:s that might be required . (J/~ (2) Proposed measures to reduc~ or control e(lvironmental health hazards, if any IJ/A b, Noise (1) What types of noise exist in the area which may affect your project (for example trilffic, !~quipment, operation, other)? --r;;?:A~1f!!'i? pj2p/YI ?;20/ ?r,;4L- ~P1Z/A.J~ 12~At;:;> (2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example traffic, construction, operation, other)? Indicate what hours noise would come from the site ~1-101Zr' -r~ L-t;?Mb"(/ZtI?;10M AlClI~ P::::CJtZ ~Ac:> A/Vl;7 J=(CJv~ CO/l.Y;>r'P-V~r/aU Ait7IZ/TlAt; fctP~6i~ /JO/~~ 'nl ~12I:;::A. ~7Z (3) Proposed measures to reduce or control noise impacts, if any IJt?~ 8, Land and Shoreline Use a, What is the current use of the site and adjacent properties? _ A. ~~iZe C7N "'i?/~ - 6A?'r~cr' ',p ~.{'v'AeA/Vr'...J _ . 1f?/AJvt--c=:; ~I'-I .rt:) ~'"boT" - ~//V~"e; ~A-/fl'vf N prz,~ AAJ'C::-- Wti?6T b Has the site been used for agriculture? If so, describe, ;.10) .fal-~er-:::r 'PotZ prJ~/rvtze - 5 - ~ ~ To be Completed by Applicant c Describe any structures on the site .' !'-fONt:=:?' . Evaluation for Agency Use Only !- d Willi,any structures be demolished? If so, what? N;~ e What;s the current zoning classification of the site? /N t:?i/~rf:1h' A '- f What is the current comprehensive plan uesign.ation of the site? 9 If applicable, what is the current Shoreline Master Program designation of the site? iJl~ h Has any part of the site been classified an "environmentally sens;t;vell area? If so, specify '...-::: -A ,d---n\ , I /" ~,..r,/~.4; _A J?--o-n #-, Ac..Wi-P-~ ~eAH7,j~";Ci> '"'~"" ""'-', ,~.... AI re-t:7r' o 1ZC7~~1 AN e'~~ Approximately how many people would reside or work in the completed project? f I ~-b(I/Y1A'(7;$ ~ L.o ,:::- gO'-:t:. j, Approximately how many people would the completed project displace? ).ioNS k. Proposed measures to avoid or reduce displacement impacts, if any? L/ iJ/ .A I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, iJ ,any P?d'(.;.(..;~ n/t-r*//V A ~e.o/ltJ~ A~A op blA.JbU::::; p:::A./YJ I '-'i tz-~d:7te:M)~ 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high-, middle-, or low-income housing, ~ jA.. b, Approximately how many units, if any. would be eliminated? Indi5,te whether high-. middle-, or low-income housing, 1'1 'A c Proposed measures to reduce or control housing impacts, If an~/A- 10 Aesthetics a What is the tallest height of any proposed structure(s,}, not including antennas, what is the principal exterior building mate~i,l(s} proposed? tJ/A b, What views in the immediate vicinity woulq.be altered or obs tructed? ,JtJNt:;:r y c, Proposed measures to reduce or control aesthetic impacts, if anY;V/A - 6 - . ... " To be Completed by Applicant 11. Light and Glare a. " What type of light or glare will .the pr~posa' produce? What time of day would it mainly occur' ;JCJrunk~ ;.Jodle"P'f1!ii U (;7I'1'7/,v?- /,IJ r rf'~ t:::Nli::<"N/ll.h:::'? Evaluation for Agency Use Only b Could light or glare from the finished project be a safety hazard or interfere with views? 1'-10 c What existing off-site sources of light or glare may affect your proposal? jJ OAlEIf! d Proposed measures to reduce or control light and glare impacts, if any ;JO ^IE~' '2 Recreation a What designated and informal recreational opportunities are in the immediate vicinity? i-/tJtVe b Would the J:;roposed project displace any existing recreational uses? If so, describe /-.;/ A c Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant. if any ;..l/A 13. Historic and Cultural Preservation a, Are there any places or objects listed on, or proposed for. natiCJnaf, state, or local preservation ,registers known to be on or next to the site? If so, generally de$Cribe. ;Jt?,v tiE?" ~iU Pi.-U ,J b Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. ;--IjA c Proposed measures to reduce or control impacts, if any Ail A '4 Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on si te plans, if any, vtZ..f ~ AL.. G p(2;,v~-"" (2!P A 0 - ~ /YJ A-f:=:- b Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Jo / c How many parking spaces would the completed project have? How iiY would the project eliminate? J7A - 7 - ~ .. ~ . , To be Completed by Applicant d. Will the proposal require any new roads or streets. or improvements to existing roads or streets. not including driveways? If so. generally describe (indicate whether public or private) Y&6 - ~~ mAp Evaluation for Agency Use Only e Will the project use (or occur in the immediate vicinity of) water. rai I. or air transportation? I f so. generally describe NO f How many vehicular trips per day would be generated by the completed project? If known. indicate when peak volumes would occur ~?(ltt1(\f-l:5 10 / '-0'- ~ ~ 0 C1 / PA-'1 g Proposed measures to reduce or control transportation impacts. if any joJll,ute 15 Public Services a Would the project result in an increased need for public services (for example fire protection, pOlice protection. health care. schools. other)? If so. generally describe, fJP{UtJAt- r:?Pf5U~ !76(fi!.";ie:-e~ j;Jov/.-O /I/~C?'f"Z? ,gz;:: ~~I?et;:::? 7V .-rfJlb pt.-Ar ~PUJ~EIilZ'~ I F111;?A~r hMt? Vvo r-:?e:: /YJIII:I/ M A-c'- I b. -P-ropcised measures to reduce or control direct impacts on public services. if any, )-It? )J1Z 16. Utilities a, Circ . . . s currently ava:\ahl,. at the site. ~jcit;:> '?~ (lIatUral 9.a~ ate efuse service-'~ph~ne~sanitary , sewer. septic system. ot er, b. Describe the utilities that are proposed for the project. the utility providing the service. and the general construction activities on the site or in the immediate vicinity which might be needed, Al--L.- ?&12../1t:.(:f:i6 &-ttz-e;./A;;?-O A'~(;'-(ef. WOt.1VD r3e /::i!?>C.,-t!i?N~O O/VrD 'f!'l<<:! -!7/~ i /(}IC/L.UO,,vh ~AN"TAfZf 7e:tOI:?/Z i,.U,+-l:&P I.r !;;pe CP/1'l~~ AiA-tt..Ar-?L-B SIGNATURE The above answers are true and complete to the best of my knowledge, I understand that the lead agency is relying on them to make its decision, Date Submitted r:;;-w - q-'l- Si ~;; I,(-t#f~ ~ A~~ p$ !1'L/c;. - 8 - ~,' b ... Case No. ?l) 5' :1 '" r' I tv 00 ?-riZr A L.. ~/O~IV'rqtj..L- districts are defined by the Zoning Code. (name pr - kL #- .5j()~) O>~ S, '~'fuf!s ~~ [)(~w ~I .' ZONE CHANGE PETITION Please type or print. WE, THE UNDERSIGNED, RESPECTFULLY PETITION YOUR BO to a (requested zone or district) as such Lega 1 Owner(s) . . of subject property if owner(s) is owner under contract: I-f A{2.,:z-/ ~~W / S ~ 0"2 '? '5d^, t211?e 1?~6N- /Z!;; As 0 b '-y /l1 f:?/' A f vJ ,4. q f6;,t:7 0"1- @ob,) tfb~- q''1qes- Address: Telephone: Name and address of property representative to whom notice and agenda shou1d:be · mailed: ' -:SA7fJtE!f A'-:$ OI.Q A./Gtz.. Y Address: Telephone: Comprehensive Plan Designation: I~r.?v~'r~j.}~ What is the ,relationship of the proposed zone change to, the Comprehensive Plan or preliminary comprehensive planning efforts? rJ(1/YJP1ZE?~~A./~/VE5 PL--Ak ~~u.:;~ /NI?P-'iirrz-d{.L ~~~~= /6 POt&- 6,;J~L& ~A/Y1i~f ~/OtbUT/A-<- What is the relationship of the physical characteristics of the land (topography. soils, flood plains. etc.) to the uses allowed in the zone for which the change is requested? -r~ ~/~)~ Pt.-A:rW/'r'iJ P~rv~ LPI/~ AN17 A~(.PlI-& c:.~~(*L- '6PI2ntl~ ;Z6;At:? ON 7"tf.e. We--1:7T ' PatP{U5iI2fl/ (Z'J -rAe ;JortrA 1 ANo ~e-A~r A~ 'z;oAJ-iiiiO IjlJ17f/~rZtA(.." I:fjVr j>/-,41/e;t &1;t)~tEJ !:::'A/fJIv( '~1l;.?81U~ A /VI::? kt2e v!7/;;;rt;? A~ f?1JIL,pJ, """#6 ~/I~ Ji::> W-EQ.-Lhlo.JI/(lfi:i? ~rZ- ~//Ju.e M4/YlJL-f t~/C7I!!fJU7fA-c v,ltri4 Au. biN ~f8IZ"/~~ (/lJaC4?l~ .pvJV{Z6 (;E3!fUIeEe) gt&lAJc;, AJAr/LA i3~ J A-NP I/.:? 1/.1 A- tzA.Pl'C7~1 t)p-/ZtJtI}J/PGt? ArZeA Or:: bllJb16 P14-/J1/~ ~/i7e.u~ f) -r~ ~/~ II:? Nor 1M 4 Pf.,OPt? put/tV ,I4-/lJt? '-ef9t)171;, ;r~ orb @6 ~A6It1 c;:;eVi:5wP8D /Jl.?fl/ ~/flJ~?ta ~/J1fv( l-o/~ ..;. l.ClSe 1'10. 7il~j r What is the relationship between the proposed use of the land to be rezoned and the surrounding land use? (i.e., is your proposed use of land significantly different than existing land uses surrounding your property. Explain,) tt:CJ1I11,JU? jJOrt-rH- t:EJAti( AIll:P !?tlV~ ()~ <-r~ ~/'il:3 I':? l/lJP{Y;i(1Z/A-L- I -rwe Pt/fZ;1I01J #012-1"14- .4No i:3A~-r OP -rtJs ~i-re H~"e t7t<.;JGl.LlAJ~S , A)Jr:? A"fZt;:J. V~ A& ~/rV~ ~/1'JIv( t$ -r~ -pA~ -j'ZJ -r?4-e ~if{,..( I~ vAc-Aj1f'-;PM-~-17/ 'r.,Jew~Tj jJ.C(Z&~? tA2{$,J/rL bpi2{/tJ~ !ZtlA.o, A~ &1/lJ&li€3 PA-/YII&j I,." , Why is the property not usable as presently zoned, including the events which lead you to this conclusion being reached? /('Ht;; LJW&-;D '7f#;a }lorJ;rl4, lNf~,. ANP i?A~r.A1~13 A-tA- b/AJbL.6 ~/nILj ~/t:?~cd~.. /J,Al /jl)o~rvA,-lj6~ .r?'.rc.PArer:? JrJ .ffI~ ~~tz O~ ~/~ALU~ {6 NO.,- t:Pl11pA-r-Irf7Leo f('WorJW bt3E?n1 fZe;A~NA0c.e 'ff(AI.r~ib 11:J~ANC? CJP /N(?t7~r~A '- UtJlf\Jf# WOVW Off~ ~~ l.P~ A~ A ~iC?~71A'--, U~- How would the proposed zone change be in the interests of not only the applicant but for betterment of the surrounding properties and the public as a whole? Yi97, A~ 4r(A~ A,f?;(7v6 1 j'''' W()(JlA:7 P1Ze>VtOO A UM,AJ ~ {7tff87/~N"-rroAJ vJ1+u# wOUl/O P?EE5"""";-e4Z p::'l.( 'rf~ itU-f ?fltf.!} Cd (,9b~ tJo rzf~- I t;;;A?1' -ANt:? -vJ~ ' . " FEE' t U D ! c,'rrJ YeL;V( Or _.'N'..'.._....., _',~. ~,_."......._....,.. __.-.._~"':.._..~,.-." O;FIClAf-~,! Case Number 'fj) J;( {) l' ~ Oate Received 6- 2Icl-{;{ ~ i ~ By ,~,fXA~~ K 'c Related ClI$eh umbers J(~~~ - '.1.- ,.: . 0 PRELIMINARY PLAT~ A,Jt;:7 f2~~OAJ& .....--....-- "' USE BLACK INK ONLY , ~ - H~r:z~{ LewIs ?[)'Zo ~;Jt2/~ 6&.a+ 1Zo ot..-Yn1P/,4 IN A ~,pqlOe;cY}... g&h~ q"7Qe;5' g ;;Ji- \. $. tJt2Y'.7'(Ai- ~P(Z;AJb ..... of Plat ~f~A~2j 6. PROPERTY -.oCATION NORTH '$OUTH ~ WesT ~lrcle One) (Road Name): {JtU7rAi- ?prz.IN~ ~A-o ~ (rolId name): IIld IRll4 neme): , '. PROfIEATY ADDRESS: SECTION /.41: Tc;lWNSHIP / '7 AI ~ANGE /l..G" ASSESSOR'S PARCiI.. ~M~ER ~,*,(;,Il of-: 11.-'1 J '1 -z,1 0;./ 00 . r . . . ' ",: ....1. . ~"" I 1,' , . FUU, &.EQAL OUCRIPTION OF SUp.JCCT PROPERTY IAuacn ..parate Ill"" if too long) 1?~ m,A;p o hereby affirm and certify, under penalty of perjufY, that I am. one (or more) oftheownerlorownerundercontractofthebe6ow scribed property and that the foregoing statements and an- wers are in all respects true and correct on my Infortnatl~.~_ ' " <, belief as to those matters, I believe it to be trfe. ,j NlItrIW of l.oIa: ~ Z c( U - ...I 0. Q. c( ZIP '" -5Pvr1t:!3 A ~ &U/ N~/Z.> ILING ADDRESS "ELEPHONE SIGNA TURE DATIO J: 3. u a: c( -- " Z IIJ NAME f(t::3Ie:?;> i: A~~?- p6 /N e:::- 8o~ s P,C/' MAIIrING ADORE~S .( E!fl-,;?1 vJ A . q gr:7l1 CITI AND STATE J ZIP TELEPHONE (;z,Ofb) /tlIf50- /q.,q 0.4. IIJ a: NAME o UJ N MAILING ADDRESS a: o J: CITY AND ST,.TE ~ :> c( TEL EP,;,-'''':: ~ '" ' ZIP /Lo Sing....,amily Duplu .--- Multl-Iamily -- eom",erC:i" --- Incluatrial ---- Eailting ZOning IrJ C:::V?f"~A'- Sm....t Lot Area '1-t.oO '6q" .?,+' .. Lot Ar.. ..., q 017 -::;q', PI- Tot81 Acreage If; V A.:::;.... . Acreege in Open SplICe ;J t1 /J c=. Aeruge in Parka ;..,.It? /J r:f!, l.engtll 01 Public Streett "7ifo i -J; Tot81 Acreage 01 PUblic; Streett A FJo~7' I A tC- Lengtll 01 Privati Slreets ~ p /lJe , Tot81 Acreage 01 Private 5tree18 , ,V/ A Designated Commercial Acreage ;c.Jo Io-J e ...... ....-. 7. l,ITILITIE&: 1. WATER SUPPLY' IName 01 Utility, if applicable) I, EXISTING: ;J () ^'~ b, PROPOSEO: ?t.1"/ oP' Y~n1 2. SEWAGE DISPOSAL. (Name olUtlHty II applicable) .. EXISTIN~. ;JCl/l.le b, PROPOSED: ?t-r-! 0 P: YfiiiI.Af I:7l9we;/i?:.. ACCISI: (Name 01 road or 'treetlrom wllic:1l 'f;:ceu it or will be gained. -6 pJ&?~ ~At::7 .- /#~P.kL. PM'l',ep~ t. EXISTING. 2, PROPOSED //~;: ADJACENT PROPERTY OWNERS - -.' TYPE OR PiINT LEGIBLY IN BLACK INK CASE NO. ~ 0 rj( 0 . MUST HA Vi CORRECT ZIP CODES DO NOTWRJTE PARCEL NUMBERS ON THIS FORM f-/.A]'2!~-I '-~/"7 Pi-AT . JHUIlSTON COUNTY PIlOPEIlTlES ONLY. OBTAIN ADPRE~ FROM COUNTY ASSESSORS, BUILDING' " FIRST FLOOR U ~ rzi ?"rAL. ~ pt2IA/t;:s CITY OF OLYMPIA PIlOPEIlTlES ONt v:. ADJACENT PROPERTY /;8~'rA "'{"GS '-, OWNERS LIST SHALL BE PREPARED BY A TITLE COMPAlolY FOR THOSE Jack Smi~ ~ PARCELS WIJHIN THE CI1Y OF OL YMPIA., 4921 '~}lta Street INCLUDE ALL PROPERTY OWNERS WITHIN JOO FEET OF EXTERIOR OlyiO)t&:,. W W A 98503 BOUNDARY OF THE PROPERTY INVOLVED USE BLACK INK ONLY ~A/I?1i:26 ~'i r? H ~ttI M I 1--.1'0 rJ .:::r;:,rt IV?CJ IV /t./qCl'Z .VA-IL- e-//rpPP (Zl? q~,(P c;.,1Z1~"A'- -bp{Zl,v4?~ {2p~-e: ~t:::. y r::a..m, W A, q g,~ q "'1 tzAlfJ/IEdZ, 1M A- ;.::bAlA u::::> A. M ':::cA/71/)1ANr qCl~ C-1ZI-7rA.'t- ~P/ZltVt:?~ t2l::> d .).NJ l~/YJ. IIJ A q g~q7 y; IZ-Gt"l- 1:::3 Ai''ES/Z i t../ 501 1?fi4Z(2.j V Au..t# !2t? ~G" YEU11, \.VA-, qtif:;t5q1 L-~CJ LtfE PE313Vtze p'o' 60x /ot5~^ 1eL.-/YJ. WA qge5q1 ~E:?/V-r(2At:- /2eo/ /J1f~ '?;O f? IE" ' -5 v/tJ/J1 A ,ceN1'IZAt..tAI W A 'q fbe5 ~ I rt2ANfL -:::rp/\.l~ /It./ C-fi!-j6rAl-- "E>p'JZ/If/t:P-:; ~'? A./VI/ Y~j \tJA- &:JiO&:5q7 ?AfZ.AH L.AwrCltV / t?&74,tj ~A~ fZ.I::? &6 feurJ, 'vilA- q@e;q1 ~Au..-f A. 7ir1L<J1Z /'Il?CLo~ ~ qoq e-f2>!"?:rA" /Pp{2/llJ~ tzr;::J /VW Y~/J1' WA qe-t;&:J;7 c:;;.e~ \d, ?V~I!fi)U~ t1C;-cYZ. C.v'--'L~i$ teD Y~m ,WA- q g.~q1 --::rbrl ~NlqE; CA (Z~Y '111.. 0 Ai e IV 0 t2--r'1-I !3AnJf;3/ZI{'7a..e5 i-St..,) 'yJ A qG/lcJ f30eetz:r Go ' C~/l- I? tf} tOY- 3'17 YeJ.H/ i wA q~~q7 vJoot:? PAt6T2i&A 'f'27~ /It/G:. tfl5?' NlAfZlc.e:r "br- . -rA4?mA. WA qfp?jo;z.. J2ANl?f LI!EllG ~'1 /:7.- {::1' FOe? ,)( 4/ e;. y~. UlA 9i8~11 t/tJNAi-t::? L. 00t2k-/J'JAA/ q 1-1- c-/Z-f ,t;rrAl-- 6p(2lAJ~ rz.t;:;; Ye:l/YJ. lIJ'A. q~?J7 CITY OF OlYMPIA PROPERTES ONLY ~by TIU. ecxr.,,8I1.Y Date ~,J-:;' ..\ )~ ~- \9"4. eC>.- '" ---- ----.- ------~~ 0:;>(P &0> '-, '" v ~ ..., ~ e"" ~ % '" ,/ /,\ ~ ~. I r-\ \\ 91- ~ '" \~J / :., ,- , -~ .:- _J '2:;-0 ~~ ,; Ico \ If) \ \ \fl \ \ ----, 3= ~ ~ ~' ~ 0- Ul A y\ dl ~, ~o <pc;,. \ \ \ ~ rJ ~ \"""-. \ e -'0 ~ ---- '- 'S~ ~-- 90 Do ) / \ (\l \ ~ \0 5~ 0 (\\ SC \'). \0 .~ -- "\ / ~ - / ( c: r~ .... \ -,::> \ ~~, -.... () I Q \ \~ - I) 0 \ \ \ \ .~ , \ '\} .~... \5 s il1 10 '5 If1 r 4 '0= \ \ U\ ( "3 90 ...,,~ &>6 , \ I) d) e \'3 \~ If\' (jl '< \\ () \ a::::. 0 ",D- C - -~ Ill. (jl o 1 \ 90 0= \ I \ \ c.8 \ \ \, , \ \ '. () , If) , \ --- cj' 4c. \ 0 \""\ \9 0 ,a I) 0 , \ ' eO o o __3 \ \ \ 4.3 ; \ 1->3 .,~,33<:::O " \ ....,-J, ?)l."' //--~_/- - _/----~-----~------- ___-----'/ ---C---- c>v0~ , ' y_'_ I ,;--"9- 0'~:')\ L- L-- \_______/' '-.J <00 "c \ ) \ --~-------- \Q..~ ~ -~~---------------- , , I _t_~ ~o'<""~ '~oa,. E c..S ,----~_/--~-_./'~--_/-~--