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HomeMy WebLinkAboutPlanning Commission Packet - September 3, 1991Next Resolution No. 226 CITY OF CENTRAL POINT PLANNING COMMISSION AGENDA September 3, 1991 CALLED TO ORDER Ro11 Ga11 -Garth Ellard -Rick Bettenburg, Candace Fish, Lloyd Governor, Karolyne Hugo-Johnson, Bob Matthews, and Chuck Piland ':APPROVAL OF MINUTES A. Planning Commission'Meeting Minutes of August 6, 1991 USINESS A. Public Meeting -Review and determination for a Development Plan submitted with the Tentative Subdivisiop Plan for Griffin Creek Estates located generally south of Flagstone 5ubdiViaon in the vicinity of where Corcoran Lane intersects with West Pine Street (37 2W lOAB Tax Lots 2100 and 2500)(App]icants: Ted Branch, Nadine Branch and Bob Bauman) B. Public Meeting -Review and recommendation for a Tentative Plan for Griffin Creek Estates located generally south of Flagstone Subdivision in the vicinity of where Corcoran bane intersects with West Pine Street. (37 2W lOAB Tax Lots 2100 and 2500) Applicants: Ted Branch, Nadine Branch and Bob Bauman) C. Resolution No. , A Resolution Recommending. Approval of a Tentative Plan for Griffin Creek Estates located .generally south of Flagstone Subdivision in the vicinity of where Corcoran Lane intersects with West Pine Street. (37 2W 10AB Tax-Lots 2100 and 2500) (Applicants: Ted Branch, Nadine Branch and Bob Baumany ~r D. Public Meeting - Review. and recommendation for a Tentative Plan for Phase II of Unit No. 3 of Jackson. Creek Estates located generally where Vincent Avenue extends in a southerly direction from. existing phases of Jackson Creek Estates. (37 2W 10 TL 3100) (Applicant: Tom Malot) CITY OF CENTRAL POINT Planning Commission Meeting Minutes August 6, 1991 -Page One MEETING CALLED TO ORDER AT 7:05 P.M. II. ROLL CALL: Present were Chuck Piland (Vice Chairperson), Rick Bettenburg, Candace Fish, Lloyd Governor, Karolyne Hugo-Johnson, and Bob Matthews. Garth Ellard was away on his vacation. Also present were George Rubaloff, City Administrative Assistant, Larry R. Blanchard, Public Works Director, Mark Servatius, Fire Chief/Building Official and Cecelia Gordon, Planning Commission Secretary. III. APPROVAL OF MINUTES: A. Commissioner Matthews moved to approve the July 2, 1991 Minutes, and the Motion was seconded by Commissioner Hugo-Johnson. Roll call Vote: Bettenburg, abstain; Fish, yes ;Governor: Hugo-Johnson, yes; Matthews, yes; Piland, yes; The Motion passed. IV. CORRESPONDENCE -None V. BUSINESS A. Public Hearino -Review and determine request for Conditional Use Permit for Printino Shoo at northeast corner of Fourth and East Pine Sts. (Aoolicant• Noel Moore- (Agents: Dale and Cinde Wall1 There were no conflicts of iriterest or ex parte communication on the part of the Commission, Vice Chairperson Piland opened the Public Meeting. George Rubaloff referred to the items listed in his Staff Report of July 29, 1991, which were: Vicinity Map, Tax Assessor Map, Aerial Map, Notice of Public Hearing and list of property owners within 100 feet of subject property, Application Materials, and proposed Resolution approving the Conditional Use Permit, and entered them into the record by reference. Rubaloff also referred to the Noel Moore's August 5, 1991 note delivered to the Commission authorizing the Walls to be his agents for the Conditional Use Permit application process. ~_.. i CITY OF CENTRAL POINT Planning Commission Meeting Minutes August 6, 1991 -Page Two George Rubaloff informed the Commission that the Wall's have been conducting this screen print business as a home occupation, and are now needing more space. This business is mainly a phone and delivery type service and would not require much daily traffic or related parking space. Dale and Cinde Wall, 1926 Parkwood, Central Point, Oregon, came forward in support of the Conditional Use Permit. Mrs. Wall gave an overview of what type of things they will be doing such as lithography, print screening on tee shirts, drying, transferring decals, etc. Commissioner Fish expressed a concern regarding the type of paint (dyel chemicals would be involved. Mrs. Wall assured the Commission that the materials are non toxic and that their cleaning materials were also non-toxic and biodegradable. (Citraclean). Larry Blanchard, Public Works Director informed the Walls that they are required to complete a sewer discharge questionnaire before a permit can be issued. Mark Servatius, Fire Chief/Building Official said that no remodeling or structural changes could take place until the applicants had obtained a building permit from the City, and that they would need to come in with a detailed plan showing all changes and additions before the Permit process could begin. He also reminded the applicants that any plumbing or electrical permits would have to be obtained from Jackson County. No one else came forward in support of or in opposition to the Conditional Use Permit. Acting Commission Chairman, Chuck Piland closed the Public Hearing. B. Resolution No 225 A Resolution Approving a Conditional Use Permit Application Submitted by Agents Dale and Cinde Wall for Property Owner Noel Moore for Operating a Printing Lithograah and Publishina Use at 411 E. Pine (37 2W 2CC Tax Lot 5600 and 57001. Commissioner Bettenburg moved that the Resolution be approved as written, subject to conditions listed in Exhibit B. Commissioner Matthews seconded the Motion, Roll Call Vote: Bettenburg, yes; Fish, yes; Governor, yes; Hugo-Johnson, yes; Matthews, yes; and the Motion passed unanimously. ., ... ~, CITY OF CENTRAL POINT Planning Commission Minutes August 6, 1991 -Page Three VI. MISCELLANEOUS -George Rubaloff said that the City anticipates the Site Plan Application for the Freeman Road Shopping Center to be completed in time for another Planning Commission Meeting in August. This would be scheduled for Tuesday, August 20, 1991. VII. ADJOURNMENT Commissioner Bettenburg moved that the Meeting be adjourned. Commissioner Hugo-Johnson seconded the Motion,. The Motion was carried unanimously by voice vote. Meeting Adjourned at 8:35 p.m. .,_.. MEMORANDUM TO;' Planning Commission FROM: George Rubaloff, Administrative Assistant~(/'~ DATE: September 3, 1991 TOPIC: Development Plan Master Plan RE: Griffin Creek Subdivision Skaff,'has scheduled a public meeting on September 3rd so that the Commission can review a Development Plan designed to guide future growth and development in the vicinity,of the proposed Griffin Creek Subdivision. Pursuant to Chapter 15.16 of the Central Point Municipal Code, the Planning Commission is given the authority to adopt development plans to guide future improvements such as street and utilities. It is under this authority that staff has provided you with a review of the attached development plan for Griffin Creek estates and surrounding area. The plan was submitted by the developer along with the entative subdivision plan for Griffin Creek Estates: The developer has met with adjacent property owners which could utilize and benefit from such a development plan in the future. The city has indicated to the developer that said adjacent property owners would need to provide the City with specific consent to the Development Plan. A sample consent statement is attached for the commission's Item A -Location Map (see Appendix I on Page S °1) Item B -Certificate of Posting for Public Meeting (see Appendix II on Page ~) Item C -Reduced Development Plan (Large, folded copy is also enclosed in packet titled Master Plan) Item D -Public Works Staff Report dated August 27, 1991 Item E -Sample Consent Statement ~_.. 4 I'iP,M ~' .~\ `,. zo o^ .`\\ oop oF.^ ~u~ e ~ o ~, \ \ ~ ~ ~` S &S~. \\ .` `~ ~•~ W g •~ ~ ~~= 8 ~~ 8.. ~ ~~ ~.` U" N E ~ ~~w ~: .~ ~o o ~ ~ ,~`. J 3 ~" N~ 9 ~ ~ z s ~ ~~~ ~~~ z z a 5~ i N I `+~ ~~d~ ~~ ~~ w GF O >1 0 ~N V`~ ~ r c~ O Fsy 3~~ $o]4c ~ ~~ ~ j i ~ _ ~ ~ ~~` 193'd.LS 4350dOUd \\\b ~~ 8 g w ~ H ~ ~ rJ- ~ ~q 3 I! F- ~M ~ H -- -.! ' ` rn '~~ i o 8 N ~~•~ 0 2 J 111 J N '' ~ 7 N d W 3 ., J ITEM -~-- C~0 U`~l° ®f~ ~C~~~G~~~ ~®VI~Sf (P~1L~~0C~ @N®f~OS~ ®f~f~~1G~'T~C~IP&5T ~~~~~ G~C~P®~~ DATE: August 27, 1991 PROJECT.• Deve/opment P/an (Griffin Creek Estatesl Presbyterian Church LOCAT/ON.• T37S R2W WM Section 10 TL 2100, 2500, 700 and 4100 ZON/NG: R-1-8 No. of Acres: 8.13 No. of Lots: 15 -Griffin Creek Estates J -Presbyterian Church Subdivider/Owner Ted and Nadine Branch Bob Bauman 734 E. Main St. Central Point, OR 97502 (5031 664-1200 Surveyor: Farber Surveying 834 E. Main St. Medford, OR 97504 (5031 776-0846 Engineer: Type of Deve/opment: Residential Subdivision Church Facilities Name of Deve/opment: Griffin Creek Estates Presbyterian Church Future Growth Authorization: CPMC 15.16, 16.10.060 ,,,..... ~,., .~ .... Griffin Creek Memo August 27, 1999 -Page Two Discussion Whenever the deve/opment of one (11 property or a tentative p/an is submitted and the deve/opment wi// affect other properties, a Deve/opment P/an (Master P/anJ maybe required. /t is a/so common that /f a property wi// require services: water, sewer, storm drainage, street impro vement and it is necessary to connect these services by traversing other properties, aDeve/opment P/an may be necessary. I. STREET IMPROVEMENTS. A. Existing Conditions: 1. Street No. - MA2, Street Name - W. Pine St., Jurisdiction-Jackson County, Existing ROW - 80 ft. to Tax Lot 2500, 60 ft. west to City Limits, Future Street width 80 ft., Existing Curb-none, Future Curb-required, Existing Sidewalk-None, Future Sidewalk-required, Existing St. Lights-9500 Lumen HPSV spaced approximately 300 ft., Future Street Lights-22,000 Lumen HPSV spaces at 300 ft. and every intersection, Existing Traffic Control-stop signs at minor street, Future Traffic Control-same, distance to nearest major intersection-Highway 99 - 2,000-2,500 lineal feet, Existing Traffic Volume=6000 VTD, at year 2,000, Future Traffic-9600 VTD, Traffic this Subdivision, 150 VTD, Church 200-300 VTD. B. Proposed Improvements: 1. Street No. LS ,Street Name, Nadine Avenue, Griffin Creek Estate Subdivision, Station O+OON, 6+80W. Presbyterian Church Proposed street station O+OON to 3+00 N 16+80W). Street Width - 36 ft. curb to curb, ROW Width - 50 ft., Sidewalks- Required, Street Lights -Required, W. Pine St. 22,000 Lumen HPSV Subdivision 5800 Lumen HPSV, Traffic Control -Stop Sign at Minor Street. .,_. Griffin Creek Memo August 27, 1991 -Page Three 2. Street No.-MA 2, Street Name-West Pine Street, Street Width-60 ft. at intersections with minor streets, 48 ft. in travel through sections. Curb/Gutters, sidewalks, bike path, street lights, traffic control improvements and utility improvement become a part of this project. II. WATER SYSTEM IMPROVEMENTS. A. Existing Conditions: 1. An 8" DI water line exists in the northern section of W. Pine Street. 2. An 8" DI water line exists in the driveway for the Presbyterian Church. This extends 200' north from W. Pine on the private driveway for the Presbyterian Church. 3. Fire hydrants are located 200' north of West Pine Street along the west portion of the driveway for the church and at the entrance to 452 W. Pine and 440 W. Pine Street. B. Proposed Improvements: 1. Construct an 8" ductile iron water line from W. Pine Street on Nadine Avenue and connect to the Presbyterian Church 8" DI waterline mentioned above. 2. Water services shall be constructed for each lot or property depending on the facilities. III. SANITARY SEWER IMPROVEMENTS. A. Existing Conditions: 1. MH No. 203, located approximately 100' West of Griffin Creek on W. Pine Street may not have adequate depth to service these properties. 2. MH 104 located approximately 40 ft. north of the intersection of Brad Way of Strait Way on Brad Way, and is approximately 10 ft. deep. .. _ . i j; Griffin Creek Memo August 27, 1991 -Page Four 3. Property slopes to the north property line and then east and west along the north property line of Tax Lot 2100 and 2500. B. Proposed Improvements 1. A sanitary sewer design will need to be completed to provide service for the properties in this Development Plan. It may be necessary to construct this Sanitary Sewer System across the norther portion of Tax Lot 700 to the Griffin Creek Estates Subdivision. IV. STORM DRAINAGE IMPROVEMENT A. Existing Conditions: 1. Griffin Creek is the only drainage system available for this Development Plan B. Proposed Improvements: 1. An adequately sized storm drainage system shall be constructed from Griffin Creek through Griffin Creek Estates to a point capable of providing a connection for Tax Lot 700. 2. A design for erosion protection along Griffin Creek shall be included with the design for this subdivision. 3. Most of the lots in the Griffin Creek Estates are in the 100 year flood plain. All lots shall be graded to maintain finished floor elevation above the .100 year flood. Also a registered land surveyor shall designate the elevation on the tentative plan and final plat. V. OTHER REQUIREMENTS As a part of the Development Plan review, EXH/8/T "A" is attached as a part of this report, and the conditions outlined therein shall be adhered to. ~_. g EXHlB/T 'A" DEVELOPMENT PLANS CONDIT/ONS The review for this Development Plan submitted hereby the applicants listed was done in accordance with all applicable rules, regulations, and ordinances in effect as of the date of this review. Any modifications by the developer of this Development Plan after Planning Commission approval, which would intensify the use of the property by the addition of lots, increase discharge of wastewater, storm water, increase the demand for water or fire protection, increase the traffic volumes, or other transportation issues,. will require re-submittal of the Development Plan for Planning Commission Approval. 2. To provide a base for determination of intensification of use of the property, an estimate of consumption, discharge and transportation requirements is listed below. al Wastewater/Sanitary Sewer: -Daily Discharge 15 lots x 2.3 pers/Lot x 100 gpcd = 3450 g/d -Peak Demand 3.5 x DD = 12,000 g/d -Presbyterian Church Existing-18,700 g/d Future - 18,700 g/d b) Water Consumption-Fire Protection: -1000 Cubic Ft/Month/Unit x 15 = 15,000 cubic ft./month -1000 gpm Fire Flow/Hydrant -Presbyterian Church Existing - 2500 cf/mo. Future - 2500 cf/mo c) Storm Drainage Discharge: Q =CIA = 1.61 11 "ih) 8.13 ac. = 5 CFS d) Traffic From This Development: 450 VT/D 3. The approval of the Development Plan does not constitute an approval of any subdivision phase of Griffin Creek Estates or the Presbyterian Church Improvements. The Griffin Creek Estates Subdivision shall require separate tentative plan and Final Plat approval as required by C.P.M.C. Title 16. Any improvement to the Presbyterian Church property shall require Planning Commission approval as required by C.P.M.C. Title 17 or 16 whichever development is proposed. 4. All costs associated with the construction of this Development Plan shall be the sole responsibility of the owners/applicant, unless otherwise stipulated. 5. No construction will occur for any phase of this Development Plan until all applicable permits have been obtained from the City of Central Point and other jurisdictions requiring permits. 6. it will be necessary that the Presbyterian Church agree in writing to comply with this Plan as a part of the Development Plan Approval, The conditions listed above are a part of the Staff Report dated August 27, 1991, as Exhibit :4" GR/FFCRK.MEM - 1 ITI+;M ~ -- a~«: ~~ .," .,~;, ~,. ? V: 1b~° .August _, 1991 George Rubaloff Planning Director 155 S. 2nd Street Central Point, OR 97502 RE: Proposed Griffin Creek Estates and related Development plan The developers of the proposed Griffin Creek Subdivision have met with the church elders on several occasions to discuss their subdivision plans. It is our understanding that the particular street layout in the proposed project requires the subdivider to submit a development plan to assist in guiding future improvements such as streets and utilities which would affect church property. The Elders have reviewed the proposed master plan prepared by Farber Surveying, dated August 15, 1991, and they concur with the plan for a future street extending from the proposed Nadine Street, with the understanding that: 1. The Church shall agree to grant a 50 foot wide street and utility easement or dedication to the City for that length of proposed street shown on the development plan referenced above. 2. Should the church property (37 2W TL 4100, 4200 & 700) develop in the future and should such development require a street, the church shall agree to pay for the street improvements described above. for Elders of the First Presbyterian Church y ~ ~ 1 9 STAFF REPORT Planning Commission George Rubaloff, Administrative Assistant September 3, 1991 UBJECT: Public Meeting -Review and make recommendation to the City Council for Tentative Subdivision Plan approval for Griffin Creek Estates e Commission is scheduled to conduct a public meeting, receive and review the ff report and receive testimony regarding subject tentative plan application. At :::conclusion of the public meeting, the Commissioners can formulate and forward eCOmmendation to the City Council for the Council's September 19th meeting. ,The proposed subdivision is located on approximately 3.75 acres in the northwest qusd*~zit of the City, south of the Flagstone Subdivision and generally north of West Pine' Street. The property is zoned (R-1-8) single family residential. The total "development consists of 15 lots which range in size between 8,000 square feet and 12,097 square feet. Average lot size is 9,340 square feet. Thedeveloper has submitted a preliminary plat which also serves as a master plan. Staff- has reviewed the plat in accordance with the applicable standards in the _, , 1. 2. 3'. Chapter 16 of Central Point Municipal Code relating to subdivision development. City of Central Point Public Works Standards. Chapter 17 of the Central Point Municipal Code -. ~.2 ITEM G Application Filing Deadline CITY OE CENTRAL POINT Application for grel~iaary-Subdivision P~at- Tentative Plan Name ~ % !7 !~l6% q/C _ •{-~ ~~ ~ // ' Address / ) 'a c~/ ~^ ~ -c-i t,2 / ~~ Phone Number ~ (' ~~- ~ ;1 ~~ Proposed Site Location -yJ~ .? IC; (J Assessor' s Map Page Location ~ ] ~ T /f ~C ~~ ~~ Tax Lot (s) 'L7 e~ ~ Required Information: K~ A legal description as it appears on the deed. Deed copies may be obtained at the Jackson County Assessor's Office Requested information as contained in the attached Central Point Municipal Code Sections-16:Z4-0~8-te-}6-~~.-0~6 and completion of a Statement of Water Rights (form attached) 16.10 I~ ~.. ~ ;~l ~~~/L~G~' certify that I am the owner or authorized agent of the owner pf the proposed site (If authorized agent, attach writ~t/en authorit ) /J~-~~~ ~/,~;y~~~,~/l/~•~ > _ ^/J,,,__ D ~~G~G'j~,~~ ~1~vvz-cl~. Date ~~U~~ /~~i ~~~/ =(S'gnature~of owner or authorized ag not of owner, please ind'c to which) Application Fee: --$l~~lr ~c~ $200 ~ _ LUAP/ADMINl 3 iTLM ~- nd~d m W N~ yaky dg~ q j o° s ~ ss q,. 4 \\ ~\ ~a~ ~ ~ ...z v ~ o a ~ / 1 J r~8' /~ ~~ J 4 ~ 1 I i P o ~ ~ « 6~ ~~ ~~ N ~ I ~g0 . ~ _ o~ a ~ 3~~' ~~ d a 1' ^- ~~~~ w ~i 2 Y Q O 5 a i- s ~N 5~' 4 \1~~ r ~•~ ~\ 3= ~ g/ ~ .~ ~ k/ ~a ~a u ~ ~~~o /:' y E' i, ~~ S w '~ p~ tl ,~4} cl Q y J `nx Lp N~yy Pn ~ 4 ~ y ~ d W J ~ ~ ~ ~ 3J LL 6 0 'L LL 9 O y 2 ~¢ O w ~ € J N ~ ~ W ~ ~ J¢ Pf O¢ d r a Fm ~~ N j ~° ~K d N a a~~ 2~ d8 3 ~~ ~ o ~ Y a `E" F g AZQC ~ ~ Z~ F g w~ t0 w W w ~ ~~3 2~*q ~o~ ~ g -~ ~~ 3o6Y JJ ~~ ~d~ ¢2 ~oj~ ~?„~~9~,N3 3 3 ra~$ 2LL ~~ W~ ~ ~~ ~~N~~R( 2~ \d ~ ~ 24r~~ ~ ota~ i~~"'Ocg ~ g ~ a r M ~!( ~ ~~~ 1 • o- /'\ 4 \ \~\ /~,~~ a~ o \ ~, ~~~~,. I -- o itU1 'o> o[~ x0.3 ~ ~~~~ /~ \ ~.` (/\ iro r ~ ~•~~~~ i ~~~'d•\, ~ ~ a ~~~• ~ ~~ N ~~ ~ s~~~\ t . ~~s` V ~ K; rt F F r \\ ~ ~ u W J Q \ i \: ~ ~ LQ ~ \\ \ ~ s ~~ tih ~ ~ a ~, 6 n ~ s \\\ ~ ~ o~ ~J 4h IQ ~~ti~ SP\_ J _ F 914 N1V.OCl .. ~ t ITEM ~._.--'--~ - ~ ® , , y O O / w~\ d v ~ i .. .. ~ ~o N / ' ~ / P~ e1~ • ... ~ ~ d6 _ N ~ n c~ O ;. O O ~~ / _ • F u ~ r J _ . J N .. "' \ ~ avu !1«~ v ~~ ~ J . ~ v' ~~ ~ , J/ w ~ P ` ~ ~ ~ o . „ .. i «',:~ ,. °y ~ .. • ~. w .~. . M ' r,• i ' 4 • ., ~ ~ t , M V ~+YY w N ~ t u~4 ~ ~ m ~ N. N ' N ~ :• ~ . . ti~i ~ ~ ~ F oy , + ' ~ci ' 8 ~ - \... .. C~ c` ~ .. .. a .. ~' ~~ . ~ ~• + ` . . . . .. N ~ ... r N t ~ AI w r 1~ ~, ~, ~ . . . -- lk~ ~~ j ~P/ M H /~ ~C/ d 0~--- ~~, VERDE ~~HZ6~s WAY ITEM 126]1 ~ . x ~ NORTH X 1268.2 1268.1 X Q l_J ~IZTLQ x _~_ U +~ w °' ©c. 0 _ w S `' `-'~~ ol~~ ~ V \ ~~~~ii~~~%~ N 266 ~'l ~~ ^123.0 \\\ ; 1\ I \ '\ „4'3~y ~ / / ~n o v\~/ STRAIT O xlzszs ~J ITEM x 12689 I~ L~ 1268.6 x W Y. M.H. M.H. I \ a-~ /27~ X % ~ / X OP x~~ x- Q ~ ,~ `x~ \ 1270.2 \ ~ \ 0 1276.5 x, d U~ f~' ~+ //`~~ P. O O, ~~ ~o O~ ~. X1274.4 f + O M. NO O x n~ ~ O O ~ Q ~I~ O °f c ~y ~_. ;fig J i?'EId _ F CCOT~' ®I~ (CENTf~~tL P®OI~T PUBLIC WORKS DEPARTMENT .STAFF REPORT DATE: August 27, 1991 PROJECT: Tentative Plan -Griffin Creek Estates Subdivision LOCATION: T37S R2W WM Section 10 TL 2100, 2500, 700 and 4100 ZONING: R-1-8 N0. of Acres 4.2 N0. of Lots 15 SUBDIVIDER/OWNER Ted and Nadine Branch Bob Bauman 734 E. Pine Street Central Point, OR 97502 1503) 664-1200 Surveyor: Farber Surveying 834 E. Main Street Central Point, OR 97504 (503) 776-0846 Engineer: Type of Development: Residential Subdivision Name of Development: Griffin Creek Estates Type of Action: Tentative Plan 1 -~ 1~ 1. TENTATIVE PLAT REQUIREMENTS: /Title 16.241 (Check Onel Meets Title Description Standard 16.24.010 Filing Fea X 16.24.020 Scale X 16.24.030 General Conditions a. Name of Subdivision X b. Date North Arrow Scale X c. Legal location of subdivision X d. Names/Address of owner engineers X 16.24.040 Existing Conditions a. Location of street widths and easements, etc. b. Topographic Info X o. Bench mark established X d. Location and direction of all water courses X e. Natural features rock out- croppings, marshes, .wooded areas. f. Existing uses of the land X g. Location of ail existing streets and utilities X h. Zoning on and adjacent to tract is compatible X .16.24.050 Proposed Plen a. Street location, and the lanes, grades, radius of curves, relationship to other existing or proposed streets end other utilities. b. Easements- widths/Purposes c. Lot Dimension 16.24.060 Partial Development Is other property adjacent to this property being considered in the design. This property can be owned by the subdivider. 16.24.070 Explanatory Information e. Vioinity maps to explain relationship to existing streets can require correction to existing street. Not Does Not Applicable Meet Standard X X X X X See Development Plan X 2 Conditions (1) 12) 131 (1) (4) a - N ~~ V Title Description Meets Not Does Not Standards Applicable Meet Standard Conditions b. Proposed Deed Restrictions Need a list c. Center lane profile of streets to show grade ( 100' beyond street) Provide information on final construction drawings d. Approximate location and proposed size of utilities X See Construction Documents. 16.32.020 Requirements Generally X ll. Subdivision Layout 16.16.070 Blocks Length X Width R-1-8 X Shape X Not greater 1200' X 16.16.020 Blocks Sizes X 18.16.030 Blocks Easements a. Utilities X I11 b. Water Courses X c. Pedestrian Ways X 16.16.040 Lots -Shapes & Size X 14) 16.16.050 Lats-Size & Determination (Lot length greater then 2 1/2 times width prohibited) X 16.16.080 Through lots X 16.18.070 Lot sidelines X 16.78.080 Lerge Lot Subdivisions X lll. Street /mprovements 1. Street Name - W. Pine St., Jurisdiction-Jackson County, Existing ROW - 80 ft. to Tax Lot 2500, 60 ft. west to City Limits, Future Street Width 80 ft., Existing Curb-none, Future Curb-required, Existing Sidewa/k-None, Future Sidewalk-required, Existing St. Lights-9500 Lumen HPSV spaced approximately 300 ft., Future Street Lights-22,000 Lumen HPSV spaced at 300 ft. and every intersection, Existing Traffic Control-stop signs at minor street, Future Traffic Control-same, distance to nearest ma%or intersection-Highway 99-2,000-2,500lineal feet, Existing Traffic Volume-6000 VTD, at year 2,000, Future Traffic-9600 VTD, Traffic this Subdivision, 150 VTD, Church 200-300 VTD. 3 "- ~~ Meets Not Does Not Title Description Standards Applicable Mee[ Standard Conditions 16.12.040 Street Generally a. Location X b. Width X (5) c. Grade X (3) d. Relationship to existing street X e. Topography as it relates to - drainage X (6) f. Provide for street construction X g. Follows a Master Plan X h. Traffic volume X I. Safety Features X 16.12.050 Street R.O.W. & Widths Local ROW 50' Street Width 36' X 16.12.060 Street Reserve Strip X 16.12-070 Street -Alignment X 16.12.080 Street-Extension X 16.72.090 Street-Intersection - Angles 90° X 16.12.100 Existing Streets Additional Width X 18.12.110 Helf Street X 16.12.120 Cul-de-Sac end/or _ dead end streets a. Shell not serve more than 121ots ~ X Part of Development Plen b. Shell not be greater then 400' X Part of Development Plan 16.12.130 Street Names X 16.12.140 Street Grades and Curves - MA SACS not greeter than 6°h X (3) - Not greater than 12% X (31 on LS -Cannot be less than .5% X (3) -Shall have at minimum 100' curve radius, X 1V. Water System A. Existing Conditions t. An 8" Water Main Exists in the northern section of W. Pine Street. 2. An 8" Dl water line exists in the driveway for the Presbyterian Church. This extends 200" north of West Pine Street along the west portion of the driveway for the Church and at the entrance to 452 W. Pine antl440 W. Pine Street. 3. Fire Hydrants are located 200' north of W. Pine Street along the West portion of the driveway for the Church and in W. Pine Street in front of 452 W. Pine Street and 440 W. Pine Street. B. Water Svstem Standards 4 - ~~ Meets Not Does Not Title Description Standards Applicable Meet Standard Condition 16.32.060 Water System Provided Mains X (71 Service Laterals 1 each lot X ISI fire Hydrants no[ greater than 500 ft. apart X Fire Flow 1000 gpm -provide minimum pressure 40 psi X (7) V. Sanitary Sewers A. Existing Conditions 1. MH 203, located approximately 100' West of Griffin Creek on W. Pine Street may not have adequate depth to service these properties. 2. MH 104 located approximately 40 ft. north of the intersection of Brad Way of Strait Way on Brad Way, and is approximately f0 ft. deep. B. Sanitary Sewer System Standards Meets No[ Does No[ Title Descriotion Standard Applicable Meet Standards Conditions 18.32.050 Adequate Sizing X Mainline X Services X 19) Grade X 110) Vl. Storm Drainage A. Existing Conditions Griffin Creek is the only drainage discharge location available for this Development P/an. 8. Storm Drainage Standards Meets Not Doea Not rtle Desianaticn Standard Applicable Meet Standard Condition 16.32.040 Surface Drainage and Storm Sewer System - Provide drainage through the subdivision X 1111 - Are there adverse effects placed on down-stream structures? X (121 - No catch basin located greeter than 350 ft. for any curb and gutter section. X (121 - Flood Plain Designation X (13) - Flood Way Designation X (13) GRFNCRK.RPT 5 - ;~ 3 c~~l~~o~lool~~ GR/FF/N CREEK ESTATES SUBD/V/S/ON 1. There needs to be a 10' sanitary easement between Lot 5 and Lot 6. Also a 10' storm sewer easement on eastern portion of Lot 8 and the northern 10' of lot 9, 10, 11 and 12. Include these easements on the Tentative Plan. 2. The Developer shall provide information from the Division of State lands that this Development does not impact designated Wetlands within the proposed Development. 3. Place a note on the Tentative Plan that street grade shall not exceed 6% nor be less than 5%. Radius of curves on residential streets shall exceed 100 ft. 4. Lot #12 is a flag lot and must include 16,000 ft.2 which requires a minimum 20 'asphaltic concrete access, as stipulated in Title 16. 5. W. Pine Street shall be constructed to a 60 ft. curb to curb street (30' from centerline) with a right turn refuge into the Subdivision. The Developer shall be responsible to install the widening for the northern portion of W. Pine Street adjacent to the Griffin Creek Estates property. 6. All roof drains, area drains, and crawl spaces shall have positive drainage away from the structure, and shall be connected to a curb drain or an approved storm sewer. Provide topographical information to determine that all lots will drain and all street will drain as a part of the construction plan for this Subdivision. 7. The water system in the Subdivision shall be looped with an 8" line to assure adequate service. The developer's engineer shall provide details on the construction plan as to how the looped water system will be accomplished. 8. Each single family lot shall have a minimum 3/a" service for water. 9. Each single family lot shall have a minimum 4" service for sanitary sewer. 10. A design plan for the sanitary sewer system shall be submitted as a part of the construction plans for this subdivision. If the design engineer chooses to utilize MH 104 for the connecting point for the subdivision's sanitary sewer system, the developerlownershsll be responsible for procuring all necessary easements for this sanitary sewer. 11. The storm drainage system shall be constructed from Griffin Creek through the Subdivision to the eastern property line of Tax Lot 700 or 4100. Drainage calculations shall be provided with the construction drawings for this project. ~~ Griffin Creek Estates -Conditions August 28, 1991 -Page Two 12. Catchbasins shall be spaced no greater than 350'. 13. Many of the lots within this Subdivision are in the 100 year flood plan. The 100 year flood plain shall be shown on the Tentative Plan. Also a detailed lot drainage plan shall be included with the construction plans to assure that the lots in the flood plain can have structures placed on them above the base flood elevation. 14. Street name signs including posts, labor and equipment for installation of street signs shall be paid for by the Developer and the installation shall be completed by the City. 15. A Traffic Control Signing Plan shall be included a part of the final construction plans, and will be installed by the City and all costs associated with Traffic Control Sign installation shall be paid for by the Developer. 16. A~soiis engineer must evaluate the strength of the soil (R-Value) to determine the street section design. The City's Engineer shall be used, and the developer shall pay for the costs of these services. A design life for Nadine Avenue in the subdivision shall be a minimum 20 year life, given a daily traffic volume not to exceed 1000 vehicle trips per day and 2% truck traffic shall be used. 17. A Street Lighting Plan shall be included in the construction documents according to the requirements of the Public Works Department. A 22,000 HPSV light shall be installed at the intersection of W. Pine and Nadine Avenue. 5800 HPSV street lights shall be located no greater than every 150 feet in the Subdivision. Developer is to install all pads and conduits for street lights as a part of the construction of this subdivision. The Developer shall also pay for the street lights and for the installation of ali street lights in this subdivision. 18. The Developer shall construct a valve at the end of the street in this phase for the future connection to this water system. 19. Ladder rungs shall be installed in each sanitary sewer manhole of a depth greater than 3.0 feet to the flow line of the manhole. Developer shall use ladder rungs approved by the Central Point Public Works Department. 20. The Developer shall install or cause to be installed, conduits for utilities at intersections or locations determined by utility companies who will not install their services until after the subdivision is constructed. The Developer shall be responsible for all costs associated with the installation of these conduit crossings. .. _ :r J Griffin Creek Estates -Conditions August 28, 1991 -Page Three 21. All construction for utilities, streets, and other structures herein discussed within in rights of way, owned or to be owned, by the City of Central Point, shall be done according to all rules, regulations, ordinances, resolutions, and other applicable requirements of the City of Central Point for construction of this Subdivision. 22. The Final Plat for this Subdivision shall not be approved by the City Council until all conditions as herein stipulated and as approved for this Subdivision have been met, unless adequate provisions have been made according to CPMC 16.28.070 and 16.28.080. 23. The review for this Tentative Plan submitted herein was done in accordance with the rules, regulations, and ordinances in effect as of the date of this review. Any modifications by the Developer which require further conditions to meet standards set forth in the City of Central Point Municipal Code or would intensify the use of the property beyond the standards set forth herein, shall require re-submittal of the Tentative Plan. 24. A 25' clear vision area at all intersections shall be noted on the Tentative Plan and provided as a part of the Subdivision Construction Plans. 25. Driveway accesses at street intersections shall be placed at the furthest point on the lot away from the intersections. No access onto W. Pine Street shall be allowed for Lots 13 and 14. 26. No construction will begin on this project until such time as plans and specifications have been reviewed and approved, and a Public Works Permit is issued. 27. In order to complete the subdivision, the Church shall agree in writing to the Development Plan. The Developer of this Subdivision shall guarantee that the proposed street will be built. GR/FCRK. CND ~~ PLANNING COMMISSION RESOLUTION NO. A RESOLUTION RECOMMENDING APPROVAL OF TENTATIVE PLAN FOR GRIFFIN CREEK ESTATES SUBDIVISION WHEREAS, E.T. Branch, Nadine Branch and Robert Bauman have submitted a tentative plan for Griffin Creek Estates Subdivision, a subdivision located generally south of Flagstone Subdivision, in the vicinity of West Pine Street in the northwest quadrant of the City, further described as Jackson County Assessors Map 37 2W lOAB Tax Lots 2100 and 2500 and, WHEREAS, the Planning Commission of the City of Central Point held a public meeting upon said application for approval of the tentative plan on September 3, 1991, pursuant to Central Point Municipal Code Section 1.24.020C, and having at said public meeting received and reviewed the City staff report and testimony, and being fully advised, now, therefore, BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF CENTRAL POINT, OREGON, AS FOLLOWS: Section 1. Based upon the staff report evidence, and record relating to said application, the Planning Commission hereby finds that said application meets the requirements for tentative plan applications, that said tentative plan as proposed is in compliance with the City's comprehensive plan and zoning code, and if the conditions set forth hereinafter are met, said application meets the City's requirements for subdivision layout, park dedication,, street standards, water system standards, sanitary sewer standards, lot size and storm drainage standards. Section 2. The Planning ccimnission hereby recommends to the City Council approval of the tentative plan submitted by E.T. Branch, Nadine Branch and Robert Bauman, for Griffin Creek Estates Subdivision subject to the conditions set forth in Exhibit "A", attached hereto, and by this reference expressly made a part of the within resolution. RESOLUTION NO. TENTPLAN.GRIFFIN N Passed by the Planning Commission on 1991 and signed by me in authentication of its passage this day of r 1.991. Planning Commission Chairman ATTEST: Planning Commission Secretary Approved by me this day of 1991. Planning Commission Chairman RESOLUTION N0. ~ - ~iC~ TENTPLAN.GRIFFIN ITEM ~..,._..,, Application Piling Deadline CITY OP CENTRAL POINT D Application for Pre-l~n-i~aary-Subdivision P~a~- Tentative Plan Address ~~-v 1~( -~r "~- S 1 ~_d~i-l~ ,4"+L~ ~~~ Phone Number .~ (~ ~~- / Z '~ . Proposed Site Location Assessor's Map Page Location Required Information: Tax Lot(s) A legal description as it appears on the deed. Deed copies may be obtained at the Jackson County Assessor's Office Requested information. as contained in the attached Central Point Municipal Code Sections-~6:P4-8~0-te-}6-'z4-9~9 and completion of a Statement of Water Rights (form attached) 16.10 I, ~~~.~ I" ~k'~lt~~ , certify that I am the owner or authorized agent of the owner of the proposed site (If authorized agent, attach written authority) / l/[A_.rQ~L2te2__ ~-. G~~-~!~~ Date ~i ~/%/r~ (Signature of owner or authorize agent of owner, please indicate which) Application Fee: -~~_ $200 LUAP/ADMINI !~ 3 ITEM ---G -- 0 V U N z ? W •- O ~ U N Q Q ~, ~ O ~ Z U W N N Q ~~~ ~ ~ 3 O>Z ° Q = w-~ ~ 0o Z °- 3 ~ Ong aQ '^Wc a a ~ Y Z~ U~z J 0 ~< 0o W W > p to a. ~- '~ n. Q a a ~ W M ~ F-MI-O QO J N a~ W ~ a ~~ KtD O I-- U Q ~m O~U II H I ~ _ - mZ0 ~ ~ ~ ' T ~- Z Z.~ Z J ~- W OOW~ _ Ot Z O~Wr SN~I~ U_ Z .. O W UO~ d HU U~ W O w > ~ N f N F W W 9 Z Y va w ~ ~ U N o N s ~ -~ ~ m ~ i %~ . r -- - -------- H~3n~!- I i ~ T v> ~ r ~ r~ J Q ~ ~ ~ ~~. 0 Z~ ~ r ~ ~ ~ Q J ~. --- V a I~ ~~ I~« ~ `~~ ~ C.?L .>. cs \ \ ~~ :m ~. ~~UF: E~1 ~ SEE MAP 10 BD ~~o - ~- ~'~. ~~_ LEV; a:,. /aE BEY Ca F - + ' +` :' ~.... - - .. ...... ... ....... ......... w y- .., . .:.. ... / \ ~ .v.• ... rT- .. .. ... _ ~ F _ _-' .. '\ ;. •3100' ~,i s :. w H II ~-~. ~~ Jackson Creek Estates ~,` ~0 - 4:1 ~" UnitS 1 and 2 `~" to . !~ r~ ,~ >: ~ ~ 37.,..2 ~' IODB '`~ .. 1 ~• ~ :: ~~ ......:...:::.........:::..... ~. - ~ _ I '-° ~~~ ~. \j - :~ ~ i S.M-COP. l0 N F - NOWY b - CaartCS :.~ • , • • • ~ S.W COR I is _ ......: :I ll:T L ~I. ~ , ~'i s ~... R • `~ !I r S 1 ~ i "i1 ~,~~ 1~ \ai '~" SEE ~~i. _ •' :. •, ~ ~ .-_ I ~ ~ ~-~ ~~ I N_E. COR. ~ NW. COR ~N.W.COR. OLC 65 1 f OLC 66 OLC 66 ~ I (p_vu~) ~~ 2 F~ ~ ,, ~1 i ~:. 3 ~~ ~ ~ I 1 ~.~I ~ ~ ~ I ~'I 20.15.94 GLO 7 ~ 80.18 CN. Gl0 ' :5891.88) ~ f, • Y / ~• ~' f F .' 37~wi5 jt ~~ .. CITY OF CENTRAL POINT PUBLIC WORKS DEPARTMENT STAFF REPORT DATE: August 29, 1991 PROJECT.• Jackson Creek Estates Unit #3, Phase // LOCATION: T37S R2W WM Section 10 TL 3100 ZONE.• R-1-8 NO. OF LOTS 24 YTEM ~ NO. OF DWELL/NGS 24 -One (11 per /ot SUBDIV/DER/OWNER Tom Malot Construction P.O. Box 3847 Central Point, OR 97502 PH. 664-1258 SURVEYOR: Hoffbuhr and Associates 219 N. Oakdale Medford, OR 97504 PH. 779-4641 TYPE OF DEVELOPMENT.• TYPE OF LAND USE ACTION: Residential Subdivision Tentative Plan /. Tentative Plan RequirementslTitle 16.241 (Check OneJ Meets DescAni/on Standard 16.24.010 filing Fee X 16.24.020 Scale X 16.24.030 General Conditions a. Name of Subd1v1s1on X b. Date North Arrow Scale X c. Legal location of subd/vlslon X d. Names/Address of owner engineers X Not Does Nof lAnn icabte Meet Standard Conditions 1 -- ~~ Meets Noi Does Not Ti le Description Standard Aaolicable' Meet Standard Conditions 16.24.040 Existing Conditions a. Location of street widths and easements, etc. X /11 b. Topographic Info X c. Bench mark estabNshed X /2/ d. Location and direction of al/ water courses X e. Natural features rock out- croppings, marshes, wooded areas. X /3/ f. Existing uses of the land X g. Location of all existing streets and utilities X h. Zoning on and adjacent to tract is compatible X 16.24.050 Proposed Plan a. Street location, and the /apes, grades, radius of curves, relatlonsh/p to other existing or proposed ' streets and other ut1/ities. X /4/ b. Easements- ~ , widths/Purposes X /1) c. Laf Dimens/on (51 16.24.060 Partial Development /s other properly adjacent to th/s properly being cons/dered In the design. This property can be owned by the subdiv/der. See Development P/an 16.24.070 Explanatory /nformatlon a. Vic/Mty maps to explain relat/onshlp fo ex/st/ng streets can require correction to existing street. X b. Proposed Deed Restrictions Need a list c. Center lane profile of streets to show grade l f00'beyand street/ Prov/de Informailon on final construct/on drawings d. Approx/maie location and proposed size of ut11lt/es X See Development Plan 2 ., _ ~ e~ Meets Not Does Not Ti /e Description S andar Acolicable Meet Standard CMdaa~s 16.32.020 Requirements Generally X l/. Subdivision Layout 16.16.010 Blocks Length X Width R-1-8 X Shape X Nof greater 1200' X 16.16.020 Blocks Sizes X 16.16.030 Blocks Easements a. Utilities X / 1 b. Water Courses X c. Pedestrian Ways X 16.16.040 Lots -Shapes & Slze X _ 151 16.16.050 Lots-Size & Determination (Lot length greater than 2 1/2 times width prohibited) X 16.16.060 Through lots X 16.16.070 Lot sidelines X 16.16.080 Large Lot Subdivisions X ill. Street Improvements A. Existing Conditions 1. Connecting Street Street No. - LS 93 wncent, local street, City Jurisdiction, Existing R.O.W.- 50 Ft., future R.O.W. - 50 Ft. Existing pavement width - 36 fr., Future street width - 36 ft., curbs and gutters -existing, future curbs and gutters required, sidewalks -existing- Future sidewalks required, Existing Street Lights none, Future Street Lights required. traffic vo/ume street can carry 1000 vehicle tr/ps/day exlsting traffic volume- 630 vehicle trips/day, traffic from [h/s protect - 120 vehicle trips/day total, traffic including ih/s protect 750 vehicle trips/day 2. Connecting Street Street No. LS 31 Brandon, focal street, City Jurisdiction, R.O.W. 50 fG, future R.O.W. - 50 ft., exlsting pavement width 36 fr., future pavement width 36 ft. Existing S/dewalks, Future s/dewalk required, Ex/st/ng Curb and Gutter, Future Curb and Gutters required, Traffic volume - 2500 Vehicle trips/day, existing traffic vo/ume 620 vehicle trips/day, traffic from this project f20 vehicle trips/day, Total traffic Including this protect, 740 vehic% flips/day. Existing street lights, Future street lights required. B. Street Standards 16.12.010 " - e~ C Meets Not Does Not Tit/e Description Standards Annlicable Meet Standard 16.12.040 Street Genera/ly a. Location X b. Width X c. Grade X d. Relationship to existing street X e. Topography as It relates to drainage X f. Provide for street construction X g. Follows a master plan X h. Traffic volume X i. Safety Features X 16.12.050 Street R.O.W. & Widths Local ROW 50' Street Width 36' X 16.12.060 Street Reserve Strip X 16.12-070 Street-Aggnment X 16.12.080 Street -Extension X 16.12.090 Street -intersect/on Angles 90 ° X 16.12.100 Existing Streets Additional Width X 16.12.110 Half Street X 16.12.120 Cut--de-Sac and/or dead end streets a. Shall not serve more than 12 tats X b. Shalt not be greater than 400' X 16.12.130 Street Names X 16.12.140 Street Grades and Curves - MA SACS not greater than 6% X -Not greater than 12°k X on LS -Can't be less than .5% X -Shall have at m/n/mum 100' curve radius. X lV. Water System A. Existing Conditions An 8" Water Ma/n Ex/sts on W. Pine with an 8" water main on Brandon Street and Vincent Street B. Water System Standards 4 Conditions (4) /6/ /8/ 141 _ . ~i "r' i Title Descriotion 16.32.060 Water System Provided Mains Service Laterals 1 each lot Fire Hydrants -not greater than 500 ft. apart Fire Flow 1000 gpm provide minimum pressure 40 psi V. Sanitary Sewers A. Existing Conditions Does Not Meet Standard Conditions X /7/ 1. An 8" sanitary sewer Is stubbed from the manhole at the end of Brandon Stieef and at fire end of Vincent Street. B. Sanitary Sewer System Standards Meets Not Does Not Meet LL Descrintion Standards flpn/icable Standards Conditions 16.32.050 Adequate Slzing X Mainline X Services X VL Storm Drainage A. B. Iitl~ 16.32.040 Gdffin Creek shall be the discharge point for storm drainage from this development. Storm Dra/nage Standards Meets Nat Does Not Meet Descrlotlon Standard Aoolicab/e Standards Conditions Surface Drainage and Storm Sewer System - Provide drainage through the subdivis/on -Are there adverse effects placed on down-stream structures) - No catch bas/n located greater than 350 ft. for any curb and gutter section. - F/oad Plain Deslgnat/on - Flood Way Deslgnat/on Meets Not Standards Anolicable X X X See Development Plan X 1121 X 111/ X lf0) X 1101 5 - e) CONDITIONS JACKSON CREEK ESTATES UNIT #3, PHASE II A storm drainage easement is required to provide an 8" storm drain between Lot 110 and 109. This 8" storm drain will provide connects for roof drains, area drains, and crawl spaces for Lots 102, and 103, Jackson Creek Estates Unit #3, Phase 1 and Lots 49, 48, 47, and 46, Jackson Creek Estates Unit #2. 2. On the Tentative Plan, identify the location of an established bench mark reference for topography and general property elevations. 3. The Developer shall provide information from the Division of State Lands that this Development does not impact designated Wetlands within the proposed Development. 4. Radius of curves are a minimum of 700'. Indicate curve radius on the Tentative Plan. 5. Ali corner lots shall have minimum 70' width. Any other lot less than 60' shall have a building line marked on the construction plans and final plat to indicate the nearest location where the 70' distance is obtained. 6. All roof drains, area drains, and crawl spaces shall have positive drainage away from the structure, and shall be connected to a curb drain or an approved storm sewer. Provide topographical information on the construction drawings to determine that all lots will drain and all streets will drain. 7. The Developer shall construct a valve at the end of the street in this phase for the future connection of the next phase of this Development. 8. Place a note on the Tentative Plan that street grades shall not exceed 12% nor be less than .5% for all local streets. Provide a Plan Profile on the Construction Drawings that gives proper cover and fall for ail sanitary sewer services. 10. Some of the lots within this Subdivision are in the 100 year flood plain. The 100 year flood plain shall be shown on the Tentative Plan. Also a detailed lot drainage plan shall be included with the construction plans to assure that the tots in the flood plain can have structures built above the base flood elevation. 11. Catchbasins shall be placed at a minimum distance of 350' for any section of curb and gutter. 72. Developer shall design the storm drainage system to provide for discharge of properties in future phases or within the drainage service area of this Subdivision's storm drainage system. The Developer shall follow the Storm Drainage Plan done as a part of the Stonecreek Subdivision No. I, Master Plan, a copy of which may be obtained at the Public Works Department in Central Point City Hall. 13. Street name signs including posts, labor and equipment for installation of street signs shall be paid far by the Developer of this Subdivision and the installation shall be completed by the City. 14. A Traffic Control Signing Plan shall be included as part of the final construction plans, and will be installed by the City and all costs associated with traffic control sign installation shall be paid for by the Developer. "_ i~~ A soils engineer must evaluate the strength of the soil IR-value) to determine the street section design. The City's Engineer shall be used, and the Developer shall pay for the costs of these services. Brandon Street shall be designed fora 20 year life, a daily traffic volume of 1500 VTD, and a 5°k truck traffic. All other streets shall be designed fora 20 year life, a daily traffic volume of 1000 vehicle trips per day and 2% traffic. 15. Catchbasins must be located no greater than 350 feet for any section of curb and gutter. 16. A Street Lighting Plan shall be included in the construction documents according to the requirements of the Public Works Department. All intersections shall be illuminated. Street lights shall be located no greater than every 200 feet. Developer is to install all pads and conduits for street lights as part of the construction of this Subdivision. The Developer shall also pay for street lights and for the installation of all street lights in this Subdivision. 17. Ladder rungs shall be installed in each sanitary sewer manhole of a depth greater than 3.0 feet to the flow line of the manhole. Developer shall use ladder rungs approved by the Central Point Public Works Department. 18. The Developer shall instail or cause to be installed, conduits for utilities at intersections or locations determined by utility companies who will not install their services until after the subdivision is constructed. The Developer shall be responsible for all costs associated with the installation of these conduit crossings. 19. All construction for utilities, streets and other structures discussed herein in the rights of way owned or to be owned by the City of Central Point, shall be done according to all rules, regulations, ordinances, resolutions, and other applicable requirements of the City of Central Point for construction of this Subdivision. 20. The Final Plat for this Subdivision shall not be approved by the City Council until ail conditions as herein stipulated and as approved for this Subdivision have been met, unless adequate provisions have been made according to CPMC 16.28.070 and 16.28.080. 21. The review for this Tentative Plan submitted herein by Tom Malot Construction was done in accordance with the rules, regulations and ordinances in effect as of the date of this review. Any modifications by the Developer which require further conditions to meet standards set forth in the City of Central Point Municipal Code or would intensify the use of the property beyond the standards set forth herein, shall require resubmittal of the Tentative Plan to the Planning Commission. 22. The Developer must remove the 1 foot reserve strip from Jackson Creek Estates Unit No. 2 and Unit No. 3 Phase I on Vincent Avenue. 23. A 25" clear vision area at all intersections shall be noted on the Tentative Plan and provided a part of the Subdivision Construction Plans. 24. Driveway accesses at street intersections shall be placed at the furthest point on the lot away from the intersections, and shall be shown on the Subdivision Construction Plans. 25. No construction shall begin on this project until such time as plans and specifications have been reviewed and approved, and a Public Works Permit is issued. ,._ [~~ PLANNING COMMISSION RESOLUTION N0. A RESOLUTION RECOMMENDING APPROVAL OF TENTATIVE SUBDIVISION PLAN FOR JACKSON CREEK ESTATES UNIT NO. 3, PHASE II WHEREAS, Tom Malot has submitted a tentative plan for Jackson Creek Estates Unit No. 3, Phase II, a subdivision located in the southwest quadrant of the city where Vincent Avenue is proposed to extend southerly and connect to Brandon Street via Tiffany Avenue, further described as Jackson County Assessors map 37 2W 10 Tax Lot 3100, and, WHEREAS, the Planning Commission of the City of Central Point held a public meeting upon said application for review of the tentative plan on September 3, 1991, pursuant to Central Point Municipal Code Section 1.24.020C, and having at said public meeting received and reviewed the City staff report and testimony, and being fully advised, now, therefore, BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF CENTRAL POINT, OREGON, AS FOLLOWS: Section 1. Based upon the staff report evidence, and record relating to said application, the Planning Commission hereby finds that said application meets the requirements for tentative plan applications, that said preliminary plat as proposed is in compliance with the City's Comprehensive Plan and zoning code, and if the conditions set forth hereinafter are met, said application meets the City's requirements for subdivision layout, park dedication, street standards, water system standards, sanitary sewer standards, and storm drainage standards. Section 2. The Planning Commission hereby recommends to the City Council approval of the tentative plan submitted by Tom Malot, for Jackson Creek Estates Subdivision Unit No. 3, Phase II, subject to the conditions set forth in Exhibit A, attached hereto, and by this reference expressly made a part of the within resolution. RESOLUTION NO. TENTPLAN.JCE3-II/RESO " - 41 Passed by the Planning Commission on by me in authentication of its passage this ATTEST: Planning Commission Secretary 1991 and signed day of 1991. Planning Commission Chairman Approved'by me this day of 1991. Planning Commission Chairman RESOLUTION NO. TENTPLAN.JCE3-II/RESO „ _ (~ ~ i ti tr~n~ ~--....,~.. Application Filing Deadline CITY OF CENTRAL POINT Application for Site Plan Approval Name ~/y~S~ }~./~.p~`r S ~. . I'1 LQ (~ C Address q~~~/~ -~~/~N``,T Phone Number ~~ Gf ~~ ZO/ Proposed Site Location Address ~~ ~.Q {~, ~~l~Q~~ l Assessor's Map Page Location ~ 7 ~ ~~ ) r"` ~~ ~ A Tax Lot(s) 3 6 0 0 Required Information: A legal description as it appears on the deed (metes and bounds or subdivision lot and block number) Deed copies may be obtained at the Jackson County Assessor's Office Accurate scale drawing of the site and improvements proposed. The drawing of the site must be adequate to enable the Planning Commission to determine the compli- ance of the proposal with the requirements of the attached Central Point Municipal Code Section 17.72.030. Name of Builder "Ri~cT ~,~sZ <T C'Nuec[Y Address row r17,c x ~' ~'1' Phone Number 4~ (~ ~ ~~ Z.3' %f/~ ~cGGow~NGr TBACa.vs Av7'!-~a>•2r2-F~ ~~+~atoTZ .DALE ,~. 1„I ,ovc1=~ T 8~ -r~/r AvrNo2+~~o r4,~~.vT r '7~~ srTFz ~~.o./ 1~Poc~55 I, ~!((-e .f'~ /TlAtt! ~, certify that I am the owner or o ize agen of the owner of the proposed site (If authorized agent, attach written au rity) , 0 /~ , Date (i',,G[4~y ~~~/ (Signatu a of owner or authorize a ,ent of owner, please indicate which) Application Fee: $0 * A filing fee for recording a Deferred Improvement Agreement with the County Clerk may also be required LOAP/ADMINI J ~ ~ 21 FIRST BI~P"I'IST CHURCH CO NSERVAnve 700 Oak Street Dale E. Mauck, Pastor Central Point, Oregon 97502 Telephone 503-664-2428 TO PLANNING COMMISSION; We are sorry that cur building plans have nct been finalized yet. but what we would like at this time is to get the plot plan approved so we can be getting the lot finished, and sealed in for winter. Enclosed is some ideas we are looking at for our building. We want a Metal Manufactured Building, the size drawn on the plan, (60x75) with 18 foot eves, and a 6 foot roof overhang. We are trying to determine the window layout, and design. We want a couple bathrooms and a small kitchen in the building. We want a 2-Tone color of dark brown and beige, which will match the colors of our main building at 100 Oak Street. We want overhead gas heat, and probally a concrete slab floor. We hope this will give you some information, from where we are coming from. c r~ PASTOR FIRST BAPTIST CHURCH: Dale E. Mauck S~~• r~ ,~ f• 4900 ~. ~\ ~O ~ 0 ~ d .9 ~. ~~i s ~ ~, "'@ ~ ~ A~ 1 ~ ~O ~. ,, .:~%, ''' Y ~ ~. ~ ad ~ ~i •~ ~ ~+'~ - •y ~ • ~ P'~O YOo v 4800 ~~, 1 '3 ~, ~ 9 ~\ ~isrs sfir~s~rn s~/~ 00 y~ ~o „y~ / y°'" V ~`k. 9C~ `L ~'~ sooo . c ~ 9e Q' ~~~i o ~ i h~~~~~~ ~ ~ 6`° •c ~ ~~.. / o o ,~V ~~ ~~ ,,~~ 5~ ~~~ y '" ~0 ,~, o , y ~ ~.~ ~~, . , \ ~~,A • o~ , ~ ~ . . / \ s~,~y, ~~ r \\~~~ i\~ / ///~~~ (~ A \ ~~ 1~0 O~(L ~ ~\ .V o P~' / /fir\~ ~~l" o. ~~~\- ~ ~.y ~~~~~~ (a3a~ r ~ ~i ~~\ ~ °~ ~i~ \~ 'p~ i ~~ ~1 _ _ h / / 6 /' s ~ ~1 .J ~~ ~~~ <P ~~ //. PARKING x CO /e c e. c. C PAVED _ PARKING C. C. S. ~ oQB. C.B. C. ~IST 12]1.6 T.S. 12]13 11 C.G. % % C.B. ~J 'f PARKING / C.B. C.O. (/ C Lj~' X C r PAVED C. C. C' \ ~ M.H. J\~\j\~ ~{\\ p < k ocG~ / ~~~ ~~ X 1274.5 S. /~ TAN ) P~ \\ ~_ PAVED k ANK O O \ ARKING ~j~ s 5. ~~~ // pG PARKING `%-/~~\//~\ ~y(n PAVED 12%4.2 \ '// ,, J~ / (~ L P VED 9`~ * ~ (\~ \ F~ PAVED \ `\ ~ s~ ~~\ C PARKING / \ ~ 5. / / Q O` \M.H. PAVED (\ O (// •B• PARKING IE 75.5 X 1273.6 C.B. O / ; . \ ~ c. \~ PAR KENG O~~ \ c. P~' c ' Q \ PAVED •S. 1276.2 s. X ~' \\ \ c S?y ~ c.e. oc e \ ~ o O\ \ PAVEC PARKIN C. Q o// l ~o~~ ° OD.B. oO // C/ I ~C1M.H. 1~ w ~/ 4r( ~~ I ~ ~\ ITEM CENTRAL POINT PLANNING DEPARTMENT Site Plan Requirements August 17, 1991 Project: Community Recreation Center AgentlApplicant: Dale Mauck for First Baptist Church 100 Oak Street, Central Point Site: Southwest corner Oak and First Street (Assessor Map Page 37 2W lOAA TL 3600) REQUIREMENTSICONDITIONS The Planning Department recommends that site plan approval be subject to the applicant-owner-agent or any assigns meeting the following requirements and conditions Applicant-owner-agent shall prepare a revised site plan. which shall demonstrate compliance with the following requirements and conditions and other applicable zoning requirements which can be illustrated on the site plan. 2. Applicant-owner-agent shall ensure that the building does not exceed 35 feet in height as measured from the curb to the highest point of the structure. 3. Applicant-owner-agent shall provide for an equivalent of a ten-foot maintained landscape strip on site. 4. Applicant-owner-agent shall ensure that lighted signing and lighting is designed so that direct rays are not toward or parallel to the public street for highway or directed toward any property which is residentially zoned. 5. Applicant-owner-agent shall provide off-street parking at a standard that is equivalent to one space for every 250 square feet of gross floor area of the Community Recreation Center. Applicant-owner-agent shall provide said parking accorduxg to the following design requirements and attached illustration of parking standards: ~~ a. The standard size for automobile parking spaces shall be nine feet in width by twenty feet in length. A compact car parking space shall be eight feet in width by fifteen feet in length. b. The driveway width shall be a minimum of twenty feet and a maximum of thirty feet. c. All areas utilized for off-street parking, access and maneuvering of vehicles shall be paved with durable materials for all-weather use and shall be adequately drained to prevent the flow of run- off water across sidewalks or other pedestrian areas. d. Required parking areas shall be designed with painted striping or other approved method of delineating the individual spaces. e . Parking spaces shall be designed so that no backward movements or other maneuvering takes place within the street or other public right-of-way. f. Parking spaces located along the outer boundaries of a parsing lot shall be contained by a curb or a bumper rail so placed to prevent a motor vehicle from extending over an adjacent property line, a public street, public sidewalk, or a required landscaping area. g. Parking, loading or vehicle maneuvering areas shall not be located within any portion of a setback area along side the street which is required to be landscaped. NOTE: The proposed site plan dated August 19, 1991 shows off- street parking in the right-of-way and does not provide for sufficient aisles. Applicant-owner-agent shall ensure that all projections from buildings. do not project more than eighteen (18) inches into a required open space area.. Applicant-owner-agent shall provide for clear vision areas on the corner where Oak and F9rst Streets intersect and where Oak Street intersects with the north-south alley adjacent to the westerlypropertyBne. Said clear vision area shall contain no planting, fence, wall., structure, or temporary or permanent obstruction exceedingforty--two (42) inches measured from-the top of curb, excepting trees as provided in. Section 17.60.110 of the Central Point Municipal Code. The clear vision triangle shall be measured in accordance with Section 17.60.120 of the Central Point Municipal Code, and shall be a minimum 15 foot triangle for the street intersection and a 10 foot triangle for the street alley intersection. 8. Applicant-owner-agent shallillustrate an acceptableon-sitevehicle circulation on the revised site plan. SITEPLAN.BAP/PCWORK '.>~ 9. Applicant-owner-agent shall ensure that the project's landscaping and architectural design are compatible with the surrounding neighborhood. 10. Applicant-owner-agent shall ensure that the project complies with all city ordinances and applicable state laws. ATTACHMENT (1) Parking Standards Diagram (Ordinance No. 1512) SITEPLAN.BAP/PCWORK JO PARKING STANDARDS Ordinance 1512 N P S A C ANGLE OF WIDTH OF CURB PARKING PARKING DEPTH WIDTH LENGTH SPACE SECTION OF STALL OF AISLE PER CAR (Degrees) (Feet) (Feet) (Feet) (Feet) 0 32'-0" 9'-0" 14' 22'-0" 30 49'-7" 17'-10" 14' 18'-2" 35 51'-8" 18'-10" 14' 15'-8" 40 53'-4" 19'-8" 14' 14'-1" 45 55'-2" 20'-7" 14' 12'-8" 50 60'-2" 21'-1" 18' * 11'-8" 55 61'-2" 21'-7" 18' * 10'-11" 60 61'-8" 21'-10" 18' * 10'-5" 65 66'_0" 22'_0„ 22' * 9'-11" 70 65'-10" 21'-11" 22' * 9'-7" 75 65'-4" 21'-8" 22' * 9'-4" 80 68'-8" 21'_4" 26' * 9'-1" 85 67'-10" 20'-11" 26'.?k 9'-0" 90 66'-0" 20'-0" 26' * 9'-0" * Width of aisle permits two-way circulation only when a turn-around is provided. * Width of aisle permits two-way circulation. EXAMPLES eJ ~66 ;0'~ P .. , Ordinance No. 1512 - 2 ITEM DATE: PROJECT: PROJECT OWNER: OWNER REPRESENTATIVE LOCATION: ZONE: TYPE OF LAND USE ACTION: APPLICABLE CODES: C~O~ ~~ C~~M~G3GaL poOVf~T P~[~I~OC' ~OG,ilf~~ DGPgG~~fMl~l~~ ~~Q~~ G~C~pOo Gib August 29, 1991 First Baptist Church Community Recreation Center First Baptist Church 100 Oak Street Central Point, OR 97502 Dale E. Mauck (503) 664-2428 T37S R2W WM Section 10AA Tax Lot 3600 C-5 Site Plan Review CPMC 17.60, 17.64, 17.71, 8.24, 8.28, 12.02, 12.04, 12.08, 13.04, 13.20, 14 and 15.40 Public Works Standards I. Street Improvements Include: Street subgrade, street base, street paving, street lighting, traffic control/delineation improvements, curbs/gutters, safety improvements, ingress/egress improvements, off street parking, delivery truck access, traffic requirements, sidewalk, and bikeways. A. Existing Conditions: 1. Street No - LS 95, Street Name - E. Oak Street Stationing O+OOE to 2+88E, Street Jurisdiction -Central Point, Classification -Local Street. Existing ROW - 70 ft., Future R.O.W. - 70 ft., Existing Street Width - 40 ft., Future Street Width - 40 ft., Curbs/Gutters - Existing; Sidewalks -Required, Street Lights -existing, Existing traffic volume - No information, Traffic from Development 100 VTD. - raj i~ Baptist Church -Report August 29, 1991 -Page Two 2. Street No. LS 72, Street Name - S. 1 st Street, Street Jurisdiction - Centrai Point, Street Classification -Local Street, Existing ROW- 60 ft., Future ROW - 60 ft., Existing Street Width - 40 feet, Future Street Width - 40 feet, curb/gutter-existing, sidewalk- existing, streetlight-existing, existing traffic volume- No Information, Traffic from this Development - 100 VTD. B. Plan Modification Requirements: See C. Below C. Developer's Required Conditions: CPMC 12.02. 17.72 1) Street Improvements -None CPMC 12.02. 17.72 21 Street Lighting -Existing - No additional lights in the street are required at this location. CPMC 12.02, 17.72 3) Traffic Control/Delineation - on site traffic control will be the responsibility of the applicant if required. CPMC 12.02, 15.40. 17.72 4) Curbs/Gutters - on site curbs and gutters are the responsibility of the developer if required. No street curbs/gutters are required since they already exist in S. 1 st Street and E. Oak Street. CPMC 12.02. 17.60 5) Safety Improvements-Visionclearanceofdriveways shall be as provided in CPMC 17.60. 6) Ingress/Egress improvements to driveway from E. Oak Street and S. 1st Street shall be a minimum 55' from the edge of street curb to the centerline of the driveway. CPMC 17.64 7) Offstreet parking -See 8/17/91 Planning Department Staff Report. J i5 Baptist Church -Report August 29, 1991 -Page Three CPMC 12.04. 15.40 8) Sidewalks - A 5' sidewalk shall be completed on S. 1st Street and E. Oak Street, the full street property frontage. 91 Bikeways -None CPMC 12.02. 17.22 10) The alley, if paved, shall be constructed according to the requirement set forth by the Public Works Department. II. WATER IMPROVEMENTS: Includes: Mainlines, .Property Service, Fire Service and Backflow Protection. A". Existing Conditions: 1. 4" waterline is located on the south side of E. Oak Street 2. Fire Hydrant #208 is located at the northside of the intersection of S. Front and Oak, and Fire Hydrant #16 is located at the southwest corner of S. 2nd and Oak Streets. B. Plan Modification Requirements: See Developer's Required Conditions listed below. C. Developers Required Conditions: 1. Mainlines - No conditions required. 2. Property Service -Developer shall provide design calculations in order to determine the size of meter(s) required for this development. 3. Fire Service -Afire hydrant shall be located at the SW corner of Oak Street and S. 1st Street. 4: Backflow -The developer shall provide the necessary information regarding internal plumbing so the City can determine if a backflow device vvill be required. J~ Baptist Church -Report August 29, 1991 -Page Four III. SANITARY SEWER IMPROVEMENTS: Includes: Mainline, Property Service Regional System Development Charge, Local SDC, Industrial Wastewater Permit. A. Existing Conditions: 1. An 8" Sanitary Sewer Main is located in the northern portion of Oak St. B. Plan Modification Requirements: See Developer's Required Conditions listed below. C. Developer's Required Conditions: 1. Mainline - No conditions required. 2. Property Service - a. The Developer shall provide a complete set of onsite plumbing plans and design calculation to assure proper service sizing and potential industrial waste connections to the sewer system. The above design shall be part of the construction plan for the Building Permit and the Public Works Permit. b. The Building service design shall include the connection at the mainline with an approved tap. 3. Regional Sewer Development Charge -The Developer shall pay an SDC for connection of this facility to the Regional System. Cost of this connection shall be as defined in the Sewer System Development Charge Report. This shall be paid as a part of taking out any City permitls) for this project. 4. Local SDC - As required by CPMC Title 14. 5. Industrial Waste Permit -The Developer shall complete an application for sewer use and submit it as a part of the building permit process. This application will determine if standards will be established for industrial discharge to the Sanitary Sewer through a permit issued by the wastewater treatment plant superintendent. ~J v Baptist Church -Report August 29, 1991 -Page Five IV. STORM DRAINAGE IMPROVEMENT: Includes: Discharge Basin, Wetlands Requirements, pretreatment requirements, mainlines, services, catchbasins, and erosion protection. A. Existing Conditions: 1. The runoff within many of the Original Town portions of Central Point were designed for curb drainage and valley gutter discharge. The nearest storm drain for this area is at the sw corner of S. 2nd and E. Oak Street. B. Plan Modification Requirements: See Developer's Required Conditions listed below. C: Developer's Reauired Conditions: 1. Discharge Basin - Mingus Creek 2. Wetlands Requirements -Not located in a Wetland Area. 3. Pretreatment Requirements -None 4. Mainlines -Since curb drainage is utilized as the drainage method, this Development shall discharge to the curb in an approved manner per the Central Point Public Works Department, its runoff from parking lots and roof drains. 5. Property Service -This developer shall provide a complete set of design calculations for both roof drainage and lot drainage to assure proper sizing for the connection point to the storm drainage system. 6. Flood Plain -Property is NOT in a flood plain or floodway. 7. Catchbasin Locations -Ail roof drains, area drains, and crawl spaces shall have positive drainage away from the structure and shall be connected to a curb drain or an approved storm sewer. Developer shall provide the building's finished floor and property topographical elevations to determine that all structures will drain properly. - e) Baptist Church -Report August 29, 1991 -Page Six V. OTHER CONDITIONS: A. Developer shall install or cause to be installed, conduits for utilities at intersections, or locations determined by utility companies. Developer shall also provide conduit crossings for utility companies who will not install their services until after the facility is constructed. The Developer will be responsible for all costs associated with the installation of these conduit crossings. B. All construction for utilities, streets, and other structures discussed herein, within rights of way owned, or to be owned by the City of Central Point, shall be done so according to all rules, regulations, ordinances, resolutions, and other applicable requirements of the City of Central Point for the construction of this development. C. This review for the Site Plan Review submitted by the First Baptist Church was done so in accordance with all the rules, regulations and ordinances in effect as of the date of this review. Any modifications by the Developer of this project after City Planning Commission and/or City Council approvals, could require resubmittal of an application and approval by the City Planning Commission and/or City Council. D. All costs associated with this development shall be the sole responsibility of the applicant/owner. E. No construction will begin on this project or any building, until such time as plans and specifications have been reviewed and approved by the Public Works Department and other required divisions of the City and a construction permit has been issued for each portion of the project requiring a permit. BAPCHRCH.RPT iJ Nt 5, ,g b - -.CERTIFICATE OF POSTING CITY OF CENTRAL POINT PLANNING COMMISSION AGENDA .September 3, 1991 I. MEETING CALLEDTO ORDER Next Resolution No. 226 II. Roll Call - Garth Ellard - Rick Bettenburg, Candace Fish, Lloyd Governor, Karolyne Hugo-Johnson, Bob Matthews, and Chuck Piland .III. APPROVAL OF MINUTES A, Planning Commission Meeting Minutes of August 6, 1991 iV. CORRESPONDENCE V. BUSINESS A. Public Meeting - Review and determination for a Development Plan submitted with the .Tentative Subdivision Plan for Griffin .Creek .Estates located"generally south of Flagstone Subdivision in the vicinity of where Corcoran_Lane intersects with West Pine Street (37 2W lOAB Tax. Lots 2100 and 2500)(Applicants: Ted Branch, Nadine Branch and Bob Bauman) B. Review and recommendation for a Tentative Plan for Griffin Creek Estates located generally south of Flagstone Subdivision in the vicinity of where Corcoran Lane intersects with West Pine Street. (37 2W 10AB Tax Lots 2100 and 2500) Applicants:' Ted Branch, Nadine Branch and Bob Bauman) C. Resolution No. A Resolution Recommending Approval of a .Tentative Plan for Griffin Creek Estates located generally south of .Flagstone. Subdivision in the vicinity of where Corcoran Lane intersects with West Pine Street. (37 2W lOAB Tax Lots 2100 and 2500).{Applicants: Ted Branch, Nadine Branch. and. Bob Bauman) D. Publio Meeting- Review and recommendation for a Tentative Plan for Phase IT of Unit No. 3 of Jackson Creek .Estates located. generally where 9incent Avenue extends in a southerly direction from existing, phases of Jackson Creek Estates. (37 2W l0 TL 3100) (Applicant: Tom Malot) E. Resolution No. , A Resolution Recommending Approval for a Tentative Plan for Phase II of Unit No. 3 of Jackson Creek Estates. F. Public Meeting - Review and determination for a Community Recreation' Center located at the southwest corner of Oak and First Streets (37 2W SOAA TL 3600) (Applicant: Dale Mauck for First'Baptist Church) I EEREBY CERTIFY THAT I POSTED THE ABOVE MISCELLANEOUS INFORMATION ON AUGUST 28, 1991. ADJOURNMENT G J~ y y V ..LOCATION MAP \\ ~+ K NGS -~, r-- ~/ ~~ St `~ KINGS CT. \v\ MA2AMA $T. 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