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AgdaPkt 2017-09-11 Closed and Joint SA PFA
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AgdaPkt 2017-09-11 Closed and Joint SA PFA
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Last modified
9/21/2017 12:51:50 PM
Creation date
9/7/2017 6:06:39 PM
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Template:
CC Index
CC Index - Document Type
Agenda Packet
Meeting Type
Joint
Agency Type
City Council and Successor Agency and Public Financing Authority
Date
9/11/2017
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TA. - Page 125 <br /> LSA ASSOCIATES, INC. ROCKETSHIP REDWOOD CITY ELEMENTARY SCHOOL PROJECT <br /> SEPTEMBER 2016 INITIAL STUDY/MITIGATED NEGATIVE DECLARATION <br /> waiting area would enable student loading/unloading operations to continue even while vehicles that <br /> have previously unloaded wait to for a sufficient gap in traffic to exit the site. <br /> During peak drop-off/pick-up periods,Rocketship staff would monitor the inbound and outbound <br /> driveways,and on-site loading area to ensure that vehicles do not turn left into and out of the school <br /> and obey safe loading practices. Therefore,any vehicle queues that may develop outside of the <br /> project site would be limited to eastbound Charter Street. <br /> School drop-off and pick-up operations and resulting queues were observed at Rocketship Mateo <br /> Sheedy Elementary on November 27,2012,and Rocketship Si Se Puede Academy on December 4, <br /> 2012. The length of vehicle queues at the project site was estimated based on Hexagon's observations <br /> at these existing Rocketship schools. The estimates take into account the projected enrollment(480 <br /> students)and the length of the student loading zone (202 feet total). It is estimated that 450 feet of <br /> queuing space would be needed for drop-off operations and 400 feet of queue storage would be <br /> needed for pick-up operations. Including the loading zone and queue storage space on site,available <br /> queue storage space would total 460 feet. Thus,during the peak period before and after school,drop- <br /> off and pick-up queues are anticipated to be contained within the project site and would not extend on <br /> to Charter Street. Therefore,this impact would be less than significant. <br /> In the event that queues do occasionally extend onto Charter Street, school staff would direct vehicles <br /> to circulate around the block until there is space available to queue on site. If excess queues occur on <br /> site on a continual basis,the project sponsor would work with City and County staff to identify <br /> possible changes in drop-off and/or pick-up procedures. These procedures would further ensure that <br /> drop-off and pick-operations would not create safety hazards on surrounding public roadways. <br /> In addition,the TDM Program(see Appendix F),which is proposed by the project sponsor and <br /> required by C/CAG(see Section XVLb),would be expected to reduce the vehicle trips and parking <br /> demand generated by the proposed project; thereby reducing the length of queue storage needed for <br /> drop-off and pick-up operations. With a successful implementation of the proposed carpooling and <br /> off-site parking programs,vehicle queues would be further reduced, further ensuring that this impact <br /> would be less than significant. <br /> e) Result in inadequate emergency access? (Less-Than-Significant Impact) <br /> The Traffic Study includes a site analysis for access and circulation for emergency vehicles and <br /> trucks. The analysis concluded that SU-30 trucks,representing medium-size emergency vehicles and <br /> delivery trucks would be able to access,circulate,and exit both the western parking lot and the main <br /> loading area without encroaching upon opposing lanes;WB-40 trucks,representing the large fire <br /> trucks and semi-trailer trucks,would be able to access both the western parking lot and the main <br /> loading area,but they would encroach onto the opposing lane.However,the number of large fire <br /> trucks and semi-trailer trucks needing to access the site is expected to be minimal,and this encroach- <br /> ment would not be expected to adversely affect traffic conditions. Should this occur, school staff <br /> would be positioned to stop traffic on the site to allow safe access of these large vehicles.Because the <br /> western parking lot is a dead-end at the southern end,all large vehicles entering the lot would be <br /> required to back out of the driveway;however,this existing condition provides for adequate turning <br /> distance for regular vehicles.As the current access at the rear of the building is existing and is not <br /> being extended or constricted,the proposed project would not result in inadequate emergency access <br /> and this impact would be less than significant. <br /> P:1RWC1401B Rocketship SchoohPRODUCrSUS-MND1Public\Ra ketship Public Review 09-29-16.docx(09/29/16)PUBLIC REVIEW DRAFT 101 <br /> ATTY/RESO.0084/CC RESO ADOPTING CEQA-ROCKETSHIP CHARTER SCHOOL APPEAL <br /> REV:09-05-17 VR Page 109 of 124 <br />
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