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PROPOSAL
<br />ON-CALL ENGINErRINQ SERVICES
<br />RFP NO,: 17-083
<br />City of Santa Ana
<br />It IL
<br />ID 7i 'lly M I'll 11 �0 t
<br />Lam Le, ILLS OX, .�rlyl surveyor I Qlrootor Of mapping
<br />easementsJotlinc
<br />establishment and
<br />to
<br />California State Polyteclunlo University;Pomona
<br />of experience ass Project Manager, Prbl6ot SurvaVor and
<br />a
<br />D using
<br />for
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<br />of Way,, including 6tufues, manholes, Volvo covert, utli119'va(An Ahd r.nvnrA AlAn nh�ta vin I
<br />MIKS, corner access ramps, fire hydrants, parkway drains, etc. Visible Indications Of surfaoe utilities lying
<br />Inthe project limits were located, as will accurate IldfrIm e'levatlons for dratnage structures present. Street
<br />ns sections were taken at 25 -foot Intervals,the standard cross-sectional data will consist of a back of walk
<br />oten, Top of Curb, flow Line, Gutter Lip, and crown for both sides of the street.
<br />A Avenue RohabillitatJoh - Torrence, CA - Performed a field topographic survey Of Anza Avenue 0
<br />u 1nth
<br />of Torrance, Anza Avenue Is a north -south arterial that serves Torrance and the South Bay region. The
<br />iient from 1901h St to Sepulveda Boulevard Is a four -[one roadway with center turn [ones and carries
<br />roximattly 20,000 vehicles per day. Performed a field topographic survey of the proposed site to document
<br />ting site topography and planImetrios. Substantial visIble Improvements were located within the street right
<br />0Y, includingutilftles, manholes, valva covers, utility vaults and covers sign hosts stems Imes -41"t
<br />poles, traffic signal poles, cross gutters, local depressions, catch basins, driveway opening$, sidewalks, corn,
<br />access ramps, fire hydrants, parkway drains, etc. In addition, the horizontal location of all existing strIpIng,
<br />STOP Bars, etc, were also horizontally located, VIsble Indications of surface utilities lying within the project
<br />lImIts were located, as will accurate lid/rim elevations for drainage structures present, Cross Section elovatiol
<br />were taken at 50 -foot lhtervals,Tho standard cross-sectional data consisted of a back of walk elevation, Top i
<br />Curb, Flow Line, Gutter Lip, 114 point and crown for both sides of the street This topographic survey extended
<br />to a minimum of 60 feet bLqfyond the project limits and side streets.
<br />City of Long Beach, Various Annual $treat Improvements, Long Beach, CA
<br />Provided survey services for the Improvements on streets and alleys within the City of Long Beach, Services
<br />Include monument preservation, construction staking for curb and gutter, drainage and bus pads,
<br />Long Boau;h Airport -Taxiway A, 0, & J (Long Batch, CA)
<br />CL Surveying was responsible for providing survey services for the Improvements on Taxiway A and D,
<br />Improvements Includes full reconstruction of both Taxiway A & D along with rough grading and drainage,
<br />Long Beach Airport-- Runway X-2511 - Long Beach, CA: CL Surveying was responsible for providing
<br />construction survey services for the Improvements on Runway 7L -25R, Improvement8 include full
<br />reconstruction of Runway 7L -26R along with rough grading and drainage,
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