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667-Hartman & Associates HARTMAN & ASSOCIATES, INC. engineers, hydrogeologists, surveyors & management consultantsM~¢o .. ~. c.~.c Au~st 27, 1997 ~97-397.00 Via Facsimile and U.S. Mail Mr. Jerry Herman, P.E. Director of Public Works City of Sanford P.O. Box 1788 Sanford, FL 32772-1788 Subject: Downtown Storm Sewer Interceptor Surveying Services Dear Mr. Herman: Hartman & Associates, Inc. (HA1) is pleased to submit this proposal to provide professional surveying services for the above referenced project. The scope of services for this project includes surveying 2rid Street from Oak Avenue to Chapman Avenue and First Street fi'om Park Avenue to Palmetto Avenue, including additional locations and verifications within the area. The complete scope of services is attached to this proposal. HAl will require assistance by the City to verify the horizontal and vertical locations of existing water mains and vacuum sewer facilities. HAI's surveying services do not include verifying any vertical locations of utilities under paved or concrete surfaces. HAl proposes to provide the above services for a lump sum fee of $9,950.00. HAl will provide three (3) signed and sealed copies plus electronic files (AutoCAD format) of the survey data. All surveying services shall be complete within six (6) weeks of receiving a notice to proceed. If this proposal is acceptable to you, please remm one (1) signed original of this proposal for our files. The signed proposal will serve as our notice to proceed. 201 EAST PINE STREET · SUITE 1000 · ORLANDO, FL 32801 TELEPHONE(407) 839-3955 · FAX(407) 839-3790 · E-MAIL:hai0Ol@aoLcom ORLANDO FORT MYERS FORT PIERCE JACKSONVILLE TALIAHASSEE Mr. Jerry Herman, P.E. August 27, 1997 Page 2 Thank you for the opportunity to provide these services. If you have any questions or if I can assist you in any way, please call me. Very truly yours, Hartman & Associates, Inc. Wimess Mark I. Luke, P.L.S. ~_... X~~ Vice President 'Wimess City of Sanford W'~ss~ Auth Date MIL/wk/P3/herman.mil Attachments Aug-2.7-97 11:24 C'ity of Sanford 407 3:~0 5666 P.01 Post-it~ Fax Note 7671 oa'e~-~.2-~ I~,~k 7 CITY OF SANFORD ~e, p~ne, y.?~ _ r~>.. DOWNTOWN STORM SEWER INTERCEPTOR ~ ~ - ~ 79~ ~ .r;'~=~'~;[ SURVEYING SERVICES Page I The surveying serVices are to include the following items. Upon the completion of work, three copies of all survey data (signed and sealed) plus electronic files of the survey data (AutoCAD format) are to be provided. The surveyor shall coordinate with CPH prior to commencing work in relation to the scale of drawings, the format of the data (text sizes and orientation) and the proposed stationing. 2nd STREET FROM OAK AVENUE TO CHAPMAN AVENUE Length = 2500 LF Approx. R/VV = 60' a The surVey data will be taken by CPH and used in conjunction with existing aedal photos for the purposes of preparing plan and profile drawings on aerial bases. Therefore, the surVeyor will be expected to provide some horizontal control along the route in order to properly orient the survey data with the aerial photos. · Show approximate location of PJW, easement and property lines per plat maps, REDI atlas · Show alleys on the south side of 2nd Street between Oak Avenue and Sanford Avenue · Show all structures (buildings, signs, light posts, utility poles, manholes, junction boxes. valve boxes, curb inlets, vau[ts, fire hydrants, mailboxes, etc.) within the RAN to a distance of 10-ft outside thE; RRV (2nd Street) and to a distance of up to 30-ft (from the 2rid Street edge of pavement', along the alleys on the south side. · Show the location of all utilities including power, telephone, gas, television cable, water, and sewer as applicable (2rid Street and alleys) m Delineate limits of pavement, driveways, sidewalk and indicate type of surface (asphalt, brick, concrete, unpaved) · Establish project baseline and provide horizontal and vertical control (Begin baseline at west side of Oak Street intersection and end at the east side of the Chapman Street intersection) · Show all pavemen'~ markings (including parking stall striping) s Show trees and landscaping within the R/W · SpOt elevations every 200-ft at the centerfine. edge of pavement, top of curb, and PJVV m Spot elevations at 'intersecting driveways and alleys · Spot elevations at intersections, to a distance of 100-ft from the intersection (Show Aug-~7-97 11:24 Cit~' of Sanford 407 330 5666 P,02 CITY OF SANFORD DOWNTOWN STORM SEWER INTERCEPTOR SURVEYING SERVICES Page 2 centerline and curb return elevations) · Verify vertically an':l horizontally the following existing utilities: = Water main along 2nd Street (north side between Oak and Sanford Avenue, south side between Sanford Avenue and Chapman Avenue) · Water main crossings of 2nd Street = Sanita~' Sewer along 2nd Street between Oak Avenue and Palmetto Avenue and sanitary sewer crossings of 2nd Street (include picking up the next upstream or downstream manhole) · Vacuum Sewer crossings of 2nd Street · StOrm Sewer along 2nd Street. including crossings and at intersections (inClude picking up the next upstream or downstream manhole or inlet) · Location of box culvert crossing of 2nd Street between Pine Avenue and Chapman Avenue 1st STREET FROM PARK AVENUE TO PALMETTO AVENUE Length = 750 LF Apprcx. RNV = 80' · The survey data will be taken by CPH and used in conjunction with existing aedal photos for the purposes of preparing plan and profile drawings on aerial bases. Therefore. the surveyor will be expected to provide some horizontal control along the route in order to properly orient the survey data with the aerial photos. · Show approximate location of RAN, easement and property lines per plat maps, REDI atlas · Show all structure.s (buildings, signs, light posts, utility poles, manholes, junction boxes. valve boxes, curb inlets, vaults, fire hydrants, mailboxes, etc.) within the PJVV to a distance of 10-ft outside the RAN · Show the location of all utilities including power, telephone, gas, television cable, water, and sewer as applicable · Delineate limits of pavement, driveways, sidewalk and indicate t,/pe of surface (asphalt, brick, concrete, Unpaved) Au9-2~-97 11:25 City of Sanford 407 330 5666 P.03 CITY OF SANFORD DOWNTOWN STORM SEWER INTERCEPTOR SURVEYING SERVICES Page 3 · Establish project baseline and provide horizontal and vertical control (Begin baseline at west side of Park Avenue intersection and end at the east side of the Palmetto Avenue intersectio n) · Show all pavement markings (including parking stall striping) · Indicate spot elevations every 50-ft at the centerline, edge of pavement, top of curb, and finish floor elevations of buildings · Spot elevations along islands (at edge of pavement) · Spot elevations ~t intersections, to a distance of lO0-ft from the intersection (Show centerline and curb return elevations) · Verify vertically and horizontally the following existing utilities: · Water main along 1 st Street (Two exist along center of pavement and south side of 1st Street) · Water main crossings of 1st Street · Sanitary Sewer crossings of I st Street (include picking up the next upstream or downstream manhole) · Storm Sewer ·long 1st Street and at intersections (pipeline and inlets), including picking up the next upstream or downstream manhole or inlet. Pump Branch Box Culvert · Verify size and invert at 1 st Street · Verify size and invert at Lake Monroe outfall Magnolia Avenue/Park Avenue Storm Sewer System · Verify size and invLrts of storm sewer from 1 st Street to Lake Monroe ouffa[I along alley way and behind the courthouse (between Park Avenue and Magnolia Avenue). · Locate inlets along this storm sewer system (provide elevations at the inlets) Aug-ZT-97 13:17 City of Sanford 407 330 5666 P,01 ~ J E C ~" · . :~- .' ~', ,: ........ ~ .. , ~ -~ ..~ ~ ~' ~ ~:~' , -~_ ~,.' . ~ .-, ,._ , ~.-~~,_ ~,~ .;.:.: ........:.-: ........:~::~.:.:..... ":.:~:. ::._..--.:...:.. .::::.:-::~ Au-g'2~7-97 13:17 clt_Y of Sanford . ,. .,--.~ '-.... ~ -.~~ ,~:.~ - _ ~; ~.2' .,::, . ':: :'] .....-_7"': :,"':"' '- ~--'.' -:: -' - ,~ ~ ;'. :.,.~_:,~ _ :.:- : ......:_~ , , ~~" · . .:... ,.:..L-:=..._I-.L.-=iS=~: s:'' L,, ': ~ ':' '. 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