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1-05.5(1)CONTINLIFO)
2. GRADES ARE CHECKED AT LEAST 04CE EVERY 50 FEET AND AT LEAST 3 TIMES DAILY BY COWVENTIONAL
METHODS.
3- PROPER ANCHORING OF PIPE IS PERFORMED IN LOCATIONS WHERE A BOX IS BEING t FOR
EXCAVATION.
THE CONTRACTOR SHALL ARRANGE HIS WORK TO ALLOW A REASONABLE TIME FOR THE SETTING OF STAKES FOR THE
NED(T PHASE OF HIS OPERAT10N TO PREVENT WORK DELAYS WHILE WAITING FOR CONSTRUCTION GUIDES.
THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AND FOR TRANSFEFRING
ELEVATIONS OR MEASUREMENTS MEASURED FROM SUCH STAKES AND MARKS.
DELA'S By REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN 3 DAYS, ARE DrEMED A RISK
TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION
All-L COSTS FOR THE COKTRAcToR,S SURVEYING SHALL BE CONSIDERED INCTOENTAL TO OTHER DID ITEMS IN THE
PROPOSAL, AND NO FURTHER COMPENSATION WILL BE MADE, UhlLESS A BID ITEN FOR SURVEYING IS SPECIFICALLY
LISTED IN THE SCHEDULE OF PRICES.
1-05.5(2) CONTRACTOR PROVIDED CONSTRUCTION �,TAKING (NEW SECTION)
WHlD;tE THE CONTRACTOR IS REQUIRED TO PROVIDE CONSTRUCTION STAKING HE 94ALL BE RESPONSIBLE FOR
SECURING THE SERVICES OF A PROFESSIONAL LAND SURVEYOR WHO SHALL PROVIDE ALL SURVEY S,r I
AK NG NEEDED
IN CONJUNCTION WITH THE PROJECT. THIS STAKING SHALL CONSIST OF, BUT NOT BE LIMITED TO:
ROADWAY CENTERLINE SANITARY SEWER
SLOPE STAKING FIRE HYDRANTS
CURBS AND GUTTERS STREET LIGHTING
GRADING AND PAVING UNDERGROUNDING POWER & TEl-EFf-,')NE
TELEMETRY TRAFFIC SIGNAL SYSTEM
STORM DRAIN SYSTEM PSP&L CO. & P.N.W.B. VAULTS
THE COWRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ACCljWY OF THE STAKING AND SHALL PROVIDE
ALL REPLACEMENT STAKING OR RESTAKING NEEDED. rHE CITY WILL PROVIDE THE CONTRACTOR'S SURVEYOR WITH
THE "MIZONTAL AND VERTICAL CONTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING.
THE CONTRACTOR'S SURVEYOR SHALL PROVIDE THE ORIGINAL FIELD NOTES AND A SET OF THE FIELD NOTES WHICH
SKq,L CONTAIN A-S-CONSTRUCTED LOCATIONS OF THE 1WROVEMENTS CONSTRUCTED UNDER THIS CONTRACT. THESE
NOTES SHALL CONTAIN AS A MINIMUM THE CENTER �INE STATION AND OFF SET AND CUT TO EACH TEE, VALVE,
SEND, KYDRAW, MAN1-0-E, CULVERT, CAICH BASIN, INLETS, CLEANOLTTS, SIDESEWER, WATER SERVICE, CLRB,
GUTTER, SIDEWALK, AND ALL OTHER CHANGES IN ALIGNHa4T OR GRADE
AS MAY BE NEEDED TO DRAW ACCURATE AS
CONSTRUPCTED RECORDS OF THE PROJECT. THESE NOTES SHALL BE KEPT LEGIBLY, IN A FORMAT CONFORMING TO
GOOD ENGINEERING PRACTICE IN A HARD COVERED FIELD BOOK SUPPLIED TO THE CONTRACTORS SURVEYOR By THE
CITY ON REQUEST.
THE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOR ALL SUFZVEYING NEEDED
TO CON!;TRLCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE
REQUIRED CONSTRUCTION AND AS -CONSTRUCTED FIELU NOTES. PARTIAL PAYMENTS FOR THIS IT04 WILL BE MADE
IN CONNECTION *ITH THE MONTHLY PAY ESTIMATES BA—D UPON WORK COMPLETED AS DETERMINED By THE
ENGINEER* ALL R.ADWAY STAKINC, SUCH AS CENTEIINE, . . GUTTERS, AND GRADING AND ;PAVING
SHALL BE DONE AT A MINIMUM OF 25 FOOT CENTERS.
A COPY OF ALL CUT -SHEETS AND SIMILAR WORK SHALL BE
GIVEN TO THE CITY AND A COPY OF THE SURVEY CONTROL NOTES SHALL
BE GIVEN TO THE CITY WHEN DONE.
Supplemental Specificati,
(Rev 05/01/86) Page 6