Loading...
HomeMy WebLinkAboutAGENDA REPORT 1990 0207 CC REG ITEM 08F MOOR PARK = PAUL W.LAWRASON,Jr. STEVEN KUENY Mayor •• City Manager SCOTT MONTGOMERY 7 CHERYL J. KANE Mayor Pro Tern 04 City Attorney ELOISE BROWN PATRICK RICHARDS,A.I.C.P. Councilmember Director of CLINT HARPER,Ph.D. .:•••-4/ Community Development :^/ R. DENNIS DELZEIT Councilmember City Engineer BERNARDO M.PEREZ JOHN V.GILLESPIE Councilmember Chief of Police LILLIAN KELLERMAN MEMORANDUM RICHARD T. HARE City Clerk City Treasurer To: The Honorable City ( auncil From: John F. Knipe, Assistant City Engineer Date: February 1, 1990 Subject: ADOPTION OF INTERIM STREET SECTION FOR PEACH HILL ROAD EAST OF SPRING ROAD BACKGROUND INFORMATION The area east of the Spring Road/Peach Hill Road intersection is currently undergoing the Specific Plan Process. The initial draft Specific Plan shows Peach Hill Road as one of the main inn ress/egress points into this area. Since the Specific Plan Process for this area has not been completed, it is not known at this time exactly what street section will be required for this section of Peach Hill Road. However, it is possib e that both the Presbyterian Church and the Middle School Lplease refer to the attached location map) will be seeki :rg approval for construction prior to the finalizing of t'.e Specific Plan Process. In order to allow these developients t-o proceed while still allowing for flexibility in f 'Le determination of the final street section for Peach Hi Road the following street section is recommended (refer o Exh..bit "B") : 1. Require a street dedica* 3r u "2 feet of right-of-way immediately. 2. Any required street cons- ruction will be based upon a 40 foot pavement width ( rb t D r b) 799 Moorpark Avenue Moorpark California 93021 (805) 529-6864 Page -2- 3. A 13 .5 foot Irrevocab Offe;- of Easement will be required on each side of Peach Hill Road tor street, landscape and meandering silewalk purposes (15. 0 feet of easement in the area opposite the existing street improvements fronting the Catho: ic Church) . The 13 . 5 foot Irrevocable Off, r cif Easement is required for the following reasons: 1. If the Specific Plan Process requires Peach Hill Road to have a street width in excess of 40 feet, this easement can be used for Additional street lanes. 2. Since Peach Hill Road i- proposed to be a collector street, an enhanced parkway with a meandering sidewalk or a parkway with a standard sidewalk with accompanying landscape will most likAy be required (similar to collector streets in c , her areas of the City of Moorpark) . Once the Specific Plan Procesis completed and the ultimate street width (as well as any required easements for meandering sidewalks and lan 'soaping) are determined, any easements not required can th L be rejected by the City. In conjunction with Trait Map 4069 (Carlsberg) , approximately 900 feet of Peavn Hill Road right-of-way east of Spring Road has been dedicated to the City of Moorpark. These existing dedications hive been based upon a street section requiring 40 feet pf pavement on a 53 foot right-of-way (see Exhibit "A" - Road Standard Plate B-5A) . In addition, approximately 30 feet of the northern half of Peach Hill Road has already b( -n constructed (in conjunction with the development of the e: sting Catholic Church) . It should also be noted th there is not a 13 .5 foot landscape and sidewalk easemiint at the existing Catholic Church. Therefore, the meandering sidewalk and/or widened street section cannot be extEnded to Spring Road along the north side of Peach Hill Poai without obtaining additional right-of-way from the Catholl Page -3- RECOMMENDED ACTION Adopt an interim street secti ;n fo- Peach Hill Road east of Spring Road as shown in Exh bit "z" . This street section consists of a 40 foot i_avement width, 53 feet of right-of-way, and an additional 13 . 5 foot (15 feet opposite the Catholic Church) Irrevccable Offer of Easement for street, meandering sidewalk ,nd landscape purposes on each side of the right-of-way. Attachment copy: Steve Kueny, City Manager Pat Richards, Director of Community Development Patrick Dobbins, Project Engineer Chris Lynch, Proec* Engineer JFK:CL:jg BM0647.Cou 01063/3008 01384/0704 30500/1001 . Q E f z r . 0 i 1-- i ! � ///// •01 ©y 0�' 0 / / 50 Ro. J • / / o-= ck0 ag, . •. / / 1-xac k sokiitiGoliw,. , -I-= .- SU °°‘ /, LU U / 16 4101,401 lel 00 1'i' 11011.03011 *�I.AWN IN =mial i O. no Ivit„ -•-• i r-- gEgillia a - owl% :I ___ 1 ; km.w.- . LE .01.3" IP ,, ,&_.= ' vorir Vi � sok 0 Jo 1.1 ' �'� —1 moot mop II mum ate` S a/ cr" \ \ \\•„\\.:, /-- -I : . t lig V = \ ‘ \ \ \ Li ligimixis t ii # \ (,:,) \ , \ , , z.. . . ....Jilt .,&,... \ 4111111 Ihm i v. T. .. hails Ir ►13,...t T—" _ f�,S Ni imis ;Pll, P ,\; ` ` tid rt lit I . 1111111 IRI►i iiF \,\ u1: J` -1!1111 1 11111 .... .1W �,� \_. 2,_ 1_ •11111111111 , v�� e Eno NI�� 1. z --a oma+ \\ '�• / _j - ��•r.►a�...�-Fr p .1�c� --3.7—_— 3-— L L .. 111ilrl Mill ....11.C- a \\ , i , 1111111 111111. } -m Elb . Lilt. Z W \\1111. 'l -\ r ' as ar *Tr, \ imp= (lc_ _ i______,,!._ ....1 I, ....',_._. ' '', Nom .,-. .3: _I PLATE 5 - 5 3 REVISION: I REOD 6.5' I 6.5' I PSE - - - IRcOC; _J --'---.-_.-.. - --- -- ---. P G „Au,' '.y/2. i 2. _ I� 2% SLOPE -)a_ cl na� \ 1 1 -PCC WALK L`:5 LPME • 2. R 5 GUT--ER - - ) ^ - 4.� •! C J _m DESIGN CRITERIA I = " _ E-5 E B-5 C �` _ " ? ' MINOR CUL-DE-SAC RIGHT OF WAY WIDTH, R(FT) — _ _ 49 4s - PAVEMENT WIDTH, W(FT) - 36 32 CURB RETURN RADIUS(FT - 25 I 25 LOTS SERVED:• MAX(CLrL-DE-SAC, - LOT SIZE ( 20.000 SF) - " 50 10 LOTS SERVED, MAX(CUL-DE-SAC, 71 LOT SIZE > 20,000 SF) _ 140 39 LOTS SERVED, MAX(0 T HES ) 140 39 DESIGN SPEED(MPH) _ .. 25 25 CURVE RADIUS, MIN(FT) 250 1 200 • GRADIENT. MIN/MAX(%) I (SEE PLATE 3-I } j I.0/12.0 1.0/15.0 STOPPING SIGHT D1STANCE(FT) • = 160 I 160 CUL-DE-SAC LENGTH. MA7 • (LOTS t 20.000 SF)(=T) 900 200 CUL-DE-SAC LENGTH. MA> i (LOTS > 20.0CC SF)(FT) _, `` ANY 200 LOOP LENGTH, MAXIF-) 1600 0 NOTES: I. CHANGES IN R 'W AND IMPROVE' _ J RED BETWEEN PLATES' 9-5. AND PLATE LATS E-SS OR 9-4. SHAD . =, _Jz IN MIDLOCK,�UT ONLY AT INTERSECTIONS. 12. WHEN USING THE DESIGN SHOWN -r--.I `_ PLATE, THE TRANSITIONS AT INTERSECTIONS AS SHOWN 0'. = _ -F' 3-9 AND THE SIDEWALK WIDENING AS SHOWN ON PLATE _ _ BE INSTALLEND. � � � - - - - - — ADOPTED BY BOARD OF SlDc_ vI_ORS JAN � 8 14u O'...'NTY OF VENTURA, - ' ( AP o - >11EL10 WO^KS AGENCY - DIR.PUB.WY:: ., :: ROAD OD STANDARDS REr WENDED, n 2/ /l ,, .: i =N ,..L PO URBAN A , r';74-v PC;' 5 . . 7HOLFT ! FKW^YS EXHIBIT A • I )...1,_ tr) '..5 , Lt) . . , '.:f (0 ...... - ) -- , f = UJ - . 0 .: 00 z.,J: , (1) CV - la..(_) c. , , ...r) t .._____ • ! _____J i . E . L 11 . .. . as Ill - i I r. in . , (4-1 —i2L:(41! I a.) I 1 ; • 1 !..1..! H. (l' 1 1 - C J ; I ..- _ Cr_ 0) UI ' 1 C iv l i al i - 0 ' C. •':, ,t Q_ M 1 CV ..,. 73 1 .t_ C CO -- 0. f i c..) • i , CO ' i I -0 C -J ...: (Lto). a) co' ___ ., _ 1 .... ....? W W ,•• ,-• 1- ----- --- ___ ilve, cv Hunos _ co- 7,.. cu 1,0•••• 7. •' , . (u). ce),- Ca_