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HomeMy WebLinkAboutResolution 191 - Jackson Creek Estates No`? `;° J PZ,E-s.t3i`iiNG CCi3i~1ISSiGit ~s.SGI~UTIGN' h'G.191 A RESOLUTION REC02~4~iENDING APPRQVAL aF PR~LL'~iINARY SUBDIVISIGN PICT FGR 17AC~CSON CnEEK ESTATES UNIT NO. 3 Wh"EREAS, Tom ualot has submitted a preliminary plat for Jackson Creek Estates Unit No. 3, a subdivision located in the southwest quadrant of the city where Vincent Avenue and Brandon Street are proposed to emend easterly and south- easterly, fux-ther d---..:'~~~' TM"''"~^^ ~^ +-y Assessors .. _ 372w Zn max dot CJ1.113JCV as LR\.f1J Vll ~.v Mn•.. ~~.QQ, ard, WHEREAS, the Planning Commission of the City of Central Point held a public ;~:eeting upon said application for approval. of the preli«='Lnary plat on May 1., x.990, pursuant to Central Point Municipal Code Section J..24.020C, and having at said public meeting received and reviewed the City staff report arld testimony, and being fully advised, now, therefore, BE Ii' RESOLVED $Y TIy.r, PI~~IvNii`TC~ CONI~ii.55TON Gi I'"r~r, CITY Cr C 'NTRFiL cOINx, GREGCN, ~S FCLLC;~7S: 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 far pxelizninary plat applications, thlat 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 far subdivision la,~rout, park dedication, street stan- dards, water systeaa standards, sarlitar~y sewer standards, arld storm. drainage stan- dards. Section 2. The Planning Commission hereby rQcommends to the Gity Council approval of the preliminary plat subu:i.ttea. by Tom ~ialot, far ,~ackson Creek Estates Subdivision Unit No. 3 subject to the conditions set forth in Exhzb- • it A, attached hereto, and by this reference expressly made a part of the within rasolution. P.~S~:~~_---- ~;~, 191 _ _ ?P~...___...~ , _~ wS Passed by `;se Planni. g Com~i.ssion azz 199fl and signed ~y me in authentica~.i.on o~ a.~s passage thzs / ~' day of 1990 . A~%e.Si: ~' 1/ Planning ComIItiss.lon Gha; rrnan Manning fission Se ~.axy Approved by xtte this ~~~ay of r June, 1990. Planning Commission Chairman 191 , C I T Y O F C E N T R A L P ©= N T PUBL2C hIORKS ©EPARTMENT STAFF REPORT DATE: April 25, 1990 PROJECT; Jackson Creek Estates Unit #3 LOCATION: T375 R2W WM Section 10 TL 3100 ZONE: R-~1--8 NO. OF LOTS 65 NUMBER OP DWELLINGS 65 - One (1) per lot SUBDIVIDER/0'rlNER Tom MaTat Construction P.O. Box 3847 Central Paint, OR 97502 P~. 664--1258 SURVEYOR: Paffbuhr and Associates 219 N. Oakdale Medford, OR 97504 PH. 779-454.1 TYPE OF DEVELOPMENT: ResidEntiaT Subdivision .T. Fre7iminary P1azr Requiremen~s (Title 15.24) (Check One) Meets Not Does Not Tit7a Description Standard Aaolicable Mast Standard 16.24.O1Q Fiiing Fee X iS.24.020 Scaie X 15.24.030 General Conditions a. Name of Subdivision X b. Data North Arrow Scala X c. Legal location of SubdiViSiOn X ~ d. Names/Address of owner engineers X 15.24.040 Existing Conditions a. Location of street widths and easements, etc. X b. Topographic Ynfa X c. Bench r~aric established X d. Location and diracticn of all water courses s. Natura'f features rock out- croppings, marshes, wooded areas. i Gs~'st is fiH) S ! 1 v 3.e' ~ (et,ecx One) Heets Not Does Not itle Osscriation S~~ds Applicable Hest Standard f. Existing uses of the land X g. Location of a17 existing atrsets and utilities X h. Zoning on and adjacent to tract is comps*_ible X 16.24.050 Proposed plan a. Street ]ovation, and the lanes, grades, radius of . curves, relationship to other existing nr proposed streets and other utilities. X b. Easemants- widths/Purgnses X c. L^t Di~nsicn iS.24.0BO Partial Development Is other property adjacent to this property being considered in the design. This property can be owned by the sutrdividar. See Master Alan 1&.24.070 Explanatory Information a. Vicinity maps to explain relationship to existing streets can require correction to existing street. X b, prgpased Deed Restrictions Need a list c. Center lane profile ni' streets to show grade ( 100' t~eyond street] Provide information on fine] construction drawings d. Approximate ]ovation and proposed size of utilities X 16,32.020 RaquiremAnts Csraral7y X I.£. Subdivision Layout ~ CY1eck One ) fleets Not DOAg Nat Titles Descri tion standard ApplicatrTe Hest Standard 16.1b.010 Blocks Length X Yfidth R-t-B X Shape X mot greater 1200' X 16.16.020 H7ocks Sizes X 18.16.030 Blocks Easamenta ' a. Utilities X b. Water Courses X c. Pedestrian Ways X 16.16,040 Lots - Shapes $ Sizs X 18.18.050 Lots-Size ~ Oeterminatian (Lot Tangth greater than 2 1/2 times xidth prohibited) X 16.18.060 Through lots X 16.16.070 Lot sideline3 X t6,i6.080 Largo Lot Sutrdivisinns X L Oxclitia-a 4+x-cliticrs i_ 1 i'.C i III. Street Improvements • A. E,~sisting Conditions 1. Connecting Street Street No. - LS 3o Vincent, ]ocaT street, city ,jurisdiction, Existing R.O.W.- 50 Ft., Future R.O.W. - 50 Ft. Existing pavement width - 36 ft., Future street width - 36 ft., Existing curbs anc gutters, existing sidewalks traffic volume street can carry 1000 vehicle trips/day • existing traffic volume - 250 vehicle trips/day traffic from this project -• 38p vehicle trips/day total traffic including this project 630 vehicle trips/day 2. Correcting Street Street No. L.S 31 Brandon, local street, city jurisdiction, R.O.W. B0 ft. , future R.O.W. - 50 ft. , existing pavement width 38 rt. , future pavement width 36 ft., existing curbs and gutters, existing sidewa Ike. traffic volume _ 2500 Vehicle trips/day, existing traffic volume 020 vehicle trips/day, traffic from this project 270 vehicle trips/day. Total traffic including this project 890 vehicle trips/day. ,411 other streets are local streets and are sized to handle local traffic. 8. Street Standards 16.12.010 (Check One) 1~Se9tS NOt title ^sscriptian Standards Aoalicatrle 18.12.040 StreeC Generally a. €.acation X tr. Vlidth X c. Grade X d. Relationship to existing street X a. Topography as it relates to drainage X drain to street f. Provide for street construc-;ion X g. Follows a master plan X h. Traffic volume X i. safety Features X 16.12.050 Street R.O.W. ~ Width~t Lccal RG'SV 50' Street Width 36' X Secondary Arterial ROSi sa ft. x Street 'rfidth 36" 16.12.fl60 Street Rasarve Strip X 18.12-070 Street - Alignment X 16.12.080 Street - Extension X 16.12.090 street -intsrsectian Angtes °4~ X Dees Not tiaet S`andard Conditions i1 y~.j ~. Meseta Nnt Caea not meet ;tie Oescriation Stand~ds A icable Standards Conditions Tfi.T2.10D existing streets Additional Nidth X 78.t2.T10 Ha7~ Street X Tfi.T2.T20 Cul-des-sac and/or dead end streets a. Shall rent serve aara than T2 lots X b. Shall not be greater than 400' X T8.72.T3D Street Names X (t9) 76.12.740 Street Grades and Curves HR SACS net greater than 8~ X - Not greater than 12% X an LS - Cannot oe leas i:nan ix ri -- Shall have at minimum 700' curve radius. X IV. Water System A. Existing Conditions An 8" Water Main Exists on W. Pine with an 8" water mai n an Brandon Street and Vincent Street B. Water System Standards Meeta Not Does Nat Title Description Standards Aaalicable Mast Standard Condition 15.32.060 Water System Provided Matins X Service Laterals i agr~N lnt X Fire Hydrants not greater than 50D ft. apart X Fire Floh 1000 gpm provide minimum pressure 40 psi X (5} V. San itary Sewers A. Existing Conditions 2. An 8'" sanitary sewer Ais stubbed from she manhole at the intersection of Jackson Creek Drive and Brandon Street and at the end of Vincent Street. 3. Sanitary Sewer System Standards Meets Nat Does Nat Titles Description Standard Aao7icable Meet Standards ~'~~ 16.32.050 Adequate Sizing X Mainline X Services X VI. Storm Drainage _ A 4 _ } i ~ ' ~ i ` v -a ~. ELI. Storm Drainage A. Existing Conditions An 18" storm sewer is located for this portion o f the Jackson Creek Development. The storm Sewer was installed as a part of Jackson Creek Estates, Unit. ~1 B. Storm Drainage Standards Masts Flot Dnes clot 7i*_!g Designation Standard Aoplicah'Ie Naet Standard Cpnditian t6.32.0dq Surface Drainage and 3tarm Sewer System - Provide drainage through the subdivision X - Ars there adverse effects placed on dav~n°stream structures? X tg~ - No catch basin located greater than 350 ft. fcr any curb and gutter section. X (g1 CONDITIONS JACKSON CREEK ESTATES UNIT NO, 2 i , Street name signs i nc 1 udi ng posts, 1 a#~or and equipment for i nstaT 1 ati on of street signs shall be paid for by the developer of this subdivision, and the installation shall be completed by the City. 2. A traffic control signing plan shall be included a5 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 far by the Developer. 3. A soils engin~;er must evaluate the strength of the soil (°-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 Vincent Street in the subdivision with a minimum 20 year life, given a daily traffic volume not to exceed 1000 vehicle trips per day and 2~ truck traffic steal l be used. A design 1 ife for Brandon Street shall be a minimum 20 year life given a daily traffic volume of 2500 vehicle trips per day and 2~ truck traffic. All other streets shall be designed for a 20 year life, a daily traffic voTul~e of ~OOfl vehicle trips per day and 2~ truck traffic. v ~ ~u 4. A street lighting plan sha11 be included in the construction documents according to the requirements of PP&L. All intersections shall be illuminated. Street light shall be located na greater than every 300 ft. Developer to install all pads and conduits for street lights as a part of the construction of the subdivision. The developer shall also pay for street lights and for the installation of a1T street lights in this subdivision. 5. The developer shali construct a valve at the end of the street in this phase for the future connection of the next phase of this development, 6. Ladder rungs shall be installed in each sanitary sewer manhele of a depth greater than 3.0 feet to the flow Tine of the manhole. Developer shall use ladder rungs approved by the Central Paint Public Works Gepart,ment. 7, There is a small seasonal stream which flows through this property at its northern property line, Developer shall Construct a story drainage system which collects the flow from this subdivision and carries through this subdivision in such a manner as to not cause flooding of any lot in a drainage area of this seasonal stream. 8, According to the Master Plan for Jackson Creek Bstates, a 15" storm pipe would cross between Lot 69 and 70. The storm sewer will cross lot 70 and 71 and discharge directly to Griffin Creek. Also a 24" storm pipe would cross the park property bet~,veen Lat 80 and 123. This storm pipe shall be located 10' north of the north property line of lot 123. 9. Catchbasins must be located nn greater than 350 feet for any section of curb and gutter. 10. 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 stor:~ drainage plan done as a part of the Stonecreek Subdivisicn No. I Master Plan, a copy of which may be obtained at Public Works Department in Central Paint City Wa77, 11. As originally approved in Jackson Creek 'states Unit #1, the developer shall provide park land in lieu of paying a $200.00 per lot development fee for property located along Griffin Creek as a part of the Park Master Plan. This property is to be dedicated as the requirements set forth in Title 16.20. Based on Titre 16.20, 700 square feet per lot or a total of 45,600 square feet (65x700 = 45,500 square feet) shall be dedicated, 12. The developer shall install or cause to install conduits for utilities at intersections or locations determined by utility companies and 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. n V -u ~ ~ issuing a permit for construction of this subdivision. t4. All construction for utilities, streets and other structures discusse herein within rights of ways owned or to be awned by the City of Contra Point, shall be done according to all rules, regulations, ordinances resoiutions, and other applicable requirements o`" the City of Contra Paint for construction of this Subdivision. 15. The final plat for this subdivision shall not be approved by the Cit Council until all conditions as herein stipulated and as approved fo this Subdivision have been met. 1fi. The preliminary plat review for the preliminary plat submitted herei by Tom Malot Construction was done in accordance with the rules reau7atinns and ordinances in effect as of the date of this review. An modifications by the developer which would allow this subdivision na to meet standards set forth in the Central Paint Municipal Gade or waul require staff to complete a new preliminary plat review, shall requir a new submittal of preliminary plat for City approval. 17. Ir'" it is determined that 1000 gpm is not attainable for fire flaw ii this subdivision, the developer sha11 make the necessary corrections t~ the existing water system within this subdivisine to obtain the requirot fire flow. The correction(s) shat? be completed as a part of th£ construction of this subdivision. 18. The developer shall indicate direction of Griffin Creek flow. 19. The developer sha11 propose the name for the new streets in the Subdivision for City of Central Point approval. 20. The developer must remove the 1 ft. reserve strip from Unit No. 2. 21. A 2fi ft. clear vision area at all intersections shall be noted on the preliminary plat and provided as apart or the subdivision constructior plans. 7 ~,'~,