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HomeMy WebLinkAboutPIP 97-06; Carlsbad Crest Corporate Center; Planned Industrial Permit (PIP) (16)November 21, 1994 TO: BRIAN HUNTER, SENIOR PLANNER FROM: Associate Engineer VIA: Principal Land Use Engineer v GRAND PROPERTIES - LOT 41, PRE 94-38 We offer the following comments: 1. 2. 3. 4. 5. 6. For Site Plan 'A', turning radii should be plotted on the site plan to show the provision for access and circulation for a 60' truck, per California Department of Transportation Highway Design Manual, Figure 407D. For Site Plan 'B', the required radius is 42'' per California Department of Transportation Highway Design Manual, Figure 407E. 6%mg stalls located at the end of parking aisles perpendicular to one another sharhave 8 r4ad40 a clear distance of 5' for backing of vehicles. / 7 dog., #07- ApPFx?& 7HA7 J-EHf 3 CVF CAI7 c4+- e-=& HlU2 4MH ZHef 3-6WrxA4 ~~N"ZS.. rq/$ LrOH /YrT &.aa-fle& re A€ AtG9 Q&Fa-dLd Site Plan 'A' shows a dead end parking aisle in the front of the building. Please note that dead end parking aisles are to have adequate turnaround space at the aisle terminus to accommodate a maximum 3-point turn for a standard passenger vehicle. It appears that the security gate on Site Plan 'A' will encroach into two parking stalls. Please locate the security gate so it does not interfere with parking stalls. Handicapped parking stalls should be located so that disabled pedestrians do not have to cross a traffic aisle to gain access to the building. While no drainage rates are shown, please note that a minimum 1 % slope is required for site drainage. Please forward the red-lined check print to the applicant. If you have questions regarding any of the comments above, please contact me at extension 4380. KENNETH W. QUON Associate Engineer H:\LIBRARWENG\WPDATA\QIJONlGRANDPRE.MEM