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Home My WebLink AboutAGENDA REPORT 1990 0815 CC REG ITEM 08G MOORPARK ITEM • BERNARDO M. PEREZ ::OORPARK. CALIFORNIA STEVEN KUENY �, Mayor CI tY Council Meeting o P q1 City Manager SCOTT-MONTGOMERY of i 'S 1••s CHERYL J. KANE Mayor ProOTT- all Attorney ELOISE BROWN ACTION: ._../,/i.Ui ..,�t7 re PATRICK RICHARDS, A.I.C.P. Councilmember o o Director of CLINT HARPER, Ph.D. �//�� oqq F Community Development Councilmember ." ��.�_ R. DENNIS DELZEIT PAUL W. LAWRASON,Jr. '�C/ / City Engineer Councilmember /�f'� JOHN V. GILLESPIE LILLIAN KELLERMAN Chief of Police City Clerk RICHARD T. HARE MEMORANDUM City Treasurer TO: The Honorable City Council / FROM: John F. Knipe, City Engineer, DATE: August 7, 1990 / SUBJECT: DP-302 (WOODCREST) EXONERATION/REDUCTION OF BONDS BACKGROUND INFORMATION DP-302 was approved by the Council on May 22, 1985 for the purpose of constructing a 105,000 square foot industrial building. The site is located approximately 2,000 feet west of Buttercreek Road on the north side of Los Angeles Avenue (a location map is attached for your reference) . The conditions of development have been satisfied except for completion of landscaping within the public right-of-way. The landscaping has been installed and has just begun a 60-day plant establishment phase. It is appropriate to reduce or exonerate the following bonds. TYPE AMOUNT "f ' SURETY CO. BOND NUMBER .* Monument $ 1 ,000 Indemnity Co. of 92I889S California Performance $358,000 Indemnity Co. of 921887S and Payment California Grading $ 35,000 Indemnity Co. of 921888S California A' -7vat 799 Moorpark Avenue Moorpark, California 93021 (805) 529-6864 Page -2- RECOMMENDED ACTION • Accept the monuments and grading of DP-302 as complete. o Authorize the City Clerk to reduce the performance and payment bond to $36,000. • Authorize the City Clerk to exonerate the monument and grading bonds effective immediately. 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'j Milli H 1 _l1 1 �,\\ 1 unit W PLATE B - 5 REVISION: E 1 R I REOD 6.5' I W I 6.5' REOD PSE PSE 5' .5 5' _ 5' 1.5' 5' W/2 W/2 2.7 _ I "1---- 2% SLOPE 77;.> SI OPE \ —1— LPCC WALK L5 LPMB LAC CURB & GUTTER-I ' �S ,,[[ DESIGN CRITERIA 8-5 A 8-5 B B-5 C COLLECTOR MINOR I CUL—DE—SAC RIGHT OF WAY WIDTH, R(FT) 53 49 45 PAVEMENT WIDTH. W(FT) '40 36 32 CURE RETURN RADIUS(FT) 25 25 25 LOTS SERVED;• MAX(CU'L—OE—SAC, — LOT SIZE 5 20,000 SF) 170 50 10 LOTS SERVED, MAX(CUL—DE—SAC, LOT SIZE > 20,000 SF) 200 140 39 LOTS SERVED, MAX(OTHER) 550 140 39 DESIGN SPEED(MPH) 30 25 25 CURVE RADIUS, MIN(FT) 300 250 200 • GRADIENT, MIN/MAX(%) 1.0/12.0 I.0/15.0 (SEE PLATE 6—Ib) 1.0/12.0 STOPPING SIGHT DISTANCE(FT) 200 160 160 CUL—DE—SAC LENGTH. MAX (LOTS < 20,000 SF)(FT) ANY 800 200 CUL—DE—SAC LENGTH, MAX (LOTS > 20,000 SF)(FT) ANY ANY 200 LOOP LENGTH. MAX(FT) ANY 1600 0. NOTES: I. CHANGES IN R/W AND IMPROVEMENTS REQUIRED BETWEEN PLATES 6-5, AND PLATE 8-3, OR 8-4 SHALL NOT OCCUR IN MIDBLOCK,BUT ONLY AT INTERSECTIONS. 2. WHEN USING THE DESIGN SHOWN ON THIS PLATE, THE TRANSITIONS AT INTERSECTIONS AS SHOWN ON PLATE D-9 AND THE SIDEWALK WIDENING AS SHOWN ON PLATE 0-10 SHALL BE INS T ALLEND. ADOPTED BY BOARD OF SUPERVISORS: JAN 2 8 1986 COUNTY OF VENTURA AP o PUBLIC WORKS AGENCY DIR.PUB.WKS. ROAD STANDARDS REC•'IMENDED, G- 12/a://a2 RESIDENTIAL ROADS URBAN %' ECG 86 WITHOUT PARKWAYS EXHIBIT A ' 4 • W . lin f--• M . M/L__o O N C45 . . W o . CO CC U ! • • a LIA 2w • (/7O t- J O 00 N � '� cn ' i 1 �, ez c • . E . m 1 N ^�_ C ~ . o - • cr C W• •CD 4 O V a_ 0 CO _.LL. w s: m p O Cl- a. M Nz O 0 Jac ca o - U0- N74 ca y U _l_ y v C 03J in a) 6 w I' v M/ LI' N a 4- +- s U U 3 .