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NV5 Daily and Staking Grade Sheet 2020-07-31 Walkways - West RampProject Name: C Client: Job Number: -LZ & `7 I cr ft L OC- -78 , 3 Weather: Date: -7 - 7 d - Z Work ordered by: Work Order received by: Client has ordered staking per: ❑ Approved Plans of of Nolte at Fj Unapproved Plans 140 7 -r S O/Un> V at on on Personnel Survey Manager •. S J Senior Surveyor S7 Associate Surveyor Sa Assistant Surveyor S9 Junior Surveyor Si Senior Party Chief S2* Associate Party Chief S2*}� Assistant Party Chief S2* Associate Field Surveyor 52* Assistant Field Surveyor S2* Junior Field Surveyor I S2* -WCIdUK Leour t-uQC Detailed Work Request Request Completion Date S7/�k[ SC—I2�iLi: I C,G�S.S d— � �7t�rJ rrr/Z S/,D — C ► F e—A- S7 ptKI� Detailed Work Report tadsS ADE A-le0AS 70 �S P o L _p C-, oO D DES «-, I'v — — �l,Ev/'� i ►or✓ fQx)�6 A-T CAP LJk-r f 1 Nl� "' C)►r It is agreed that the company making the above request is liable for the charges of said request as stated above, If CNent has ordered staking per unapproved plans, Client accepts all risk for any additional re -staking costs, Contract: Total T&M Charge: $ T&M: Signed: AUTHOR] D CL]EN7 REPRES NTATIVE DATE Signed:N-7-3o 2d ALITF! 2EU LTE AEPRFSENtAtIVF �D TF WHITE: OFFICE COPY YELLOW: FIELD COPY PINK: CLIENT COPY WO: 226719-0000078.03 SHEET No. _)OF CLIENT/CONTRACTOR: CITY OF LA OUINTA NIT5 PREPARED BY: DB DATE: 7-29-2020 _ 42-820 COOK ST., SUITE 104 PALM DESERT, CA 02260 CHECKED BY: �1 • DATE: 760.341.3101 TEL 760.341.5999 FAX WWW.NV5.COM SCALE: 1 " = 20' CREW: SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: PAVED SERVICE PULL OUT AREA B.M. DESC. & ELEV. HORIZONTAL CONTROL: LOCATION VICINITY: NORTHWEST CORNER OF SITE PLAN: CIVILS SHEET 2 NORTH OFFSET & DESC.: 5'OS (EDGE OF PAVING) STAKED ELEVATIONS TO- FS (FINISH SURFACE) UNLESS NOTED OTHERWISE REFERENCES & REMARKS: SE = STAKE ELEV. PLAN NOTES/STAKING CHANGES: STORED POINTS: %08 OB Z/ ' STAKING RECORD: DATE STAKED: -7-- ,o 2ri NOTES BY: \, vj CHECKED BY: w 11150 Q 0 FS 29.60 5' OS CE FS COR SE 29 r 11149 FS 29.60.60 5' OS CE FS COR SE�U 39 1.5% J(L%11148 FS 29.30------= 5' OS CE FS POC SE 29 �� 11147 FS 29.10 5' OS CE FS POC SE ICI Q 28.8FG I f 11146 FS L� L 28.80 5' OS CE FS POC SE 2 cj �� (28 34FS) . 11145 FS28.60 5' OS CE FS PRC 28.6FG SE *** ATTENTION *** NOTE TO CONTRACTOR THE CONTRACTOR IS CAUTIONED TO OBSERVE THE FOLLOWING RULES IN USING THE GRADE STAKES REFERRED TO ON THIS SHEET FOR THE CONSTRUCTION OF CURBS, SEWERS, DRAINAGE STRUCTURES, ECT 1, THREE CONSECUTIVE POINTS THAT ARE SHOWN TO BE ON THE SAME RATE OF SLOPE MUST BE USED IN COMMON SO THAT ANY VARIATION FROM A STRAIGHT GRADE MAY BE DETECTED, AND IN CASE ANY SUCH DISCREPANCY IS FOUND, IT SHALL BE REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION. 2, CONSTRUCTION OF ALL GRAVITY FLOW IMPROVEMENTS SHALL BEGIN AT THE DOWNSTREAM END. 3 WHERE PROPOSED IMPROVEMENTS JOIN AN EXISTING UNDERGROUND PIPELINE OR STRUCTURE, IT SHALL BE EXPOSED BY THE CONTRACTOR AND THE ELEVATION AND LOCATION VERIFIED BY THE ENGINEER PRIOR TO CONSTRUCTION THIS OFFICE WILL NOT BE RESPONSIBLE FOR ANY ERROR IN GRADE OF FINISHED WORK IF THE ABOVE RULES ARE NOT FOLLOWED. WO: 226719-0000078.03 SHEET No. OF CLIENT/CONTRACTOR: CITY OF LA QUINTA NIV�5 PREPARED BY: DB DATE: 7-29-2020 42-829 COOK ST., SUITE 104 PALM DESERT, CA 92200 CHECKED BY: DATE: �- 760.341.3101 TEL 760.341.5999 FAX WWW.NV5.COM SCALE: 1 " = 20' CREW:- V W //' L SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: PAVED SERVICE PULL OUT AREA B.M. DESC. & ELEV. HORIZONTAL CONTROL: LOCATION VICINITY: NORTHWEST CORNER OF SITE PLAN: CIVILS -- SHEET 2 NORTH OFFSET & DESC.: 5' OS (EDGE OF PAVING) STAKED ELEVATIONS TO: FS (FINISH SURFACE) UNLESS NOTED OTHERWISE REFERENCES & REMARKS: SE = STAKE ELEV. PLAN NOTES/STAKING CHANGES: STORED POINTS: STAKING RECORD: DATE STAKED: NOTES BY: CHECKED BY: a uJ Gt- r rU[. SE 11145 FS 28.60 5' OS CE FS PRC 2a src tr SE Id 1 n 11144 [� FS 28.50 3' OS CE FS YQ - j 28 SFG SE 29 ' 11136 0- _ o�j 11143 / FS 27.90 FS 28.70 5' OS CE FS MOC SE D 5' OS CE FS BC Z 2& 7FG SE 2�j �°� 0 11137 C Q FS 28.20 11135 I 2 11142 5' O5 �j�E FS PO�� 7grc 27.80 FS Fs29.00 5' OS CE F POC 5' 05 CE FS COR SE <29rc SE L1 �11138 1 1 141 � 28.50 ' FS 29.00 5' OS CE FS EC l 5' OS CE FS COR as.aFG SE: g Z j �27.90 27.60 �" O.... .'FS \-28.80 lDZ 11140 11139 030 S R=28.2'�CE 5' PS CE FS JOIN x FS 28.80 Z 3 �_ 27 5FG SE'- 5' OS CE FS COR 5' OS CE FS COR SE 3 5 LI z SE 2 Cf 1 U *** ATTENTION *** NOTE TO CONTRACTOR THE CONTRACTOR IS CAUTIONED TO OBSERVE THE FOLLOWING RULES IN USING THE GRADE STAKES REFERRED TO ON THIS SHEET FOR THE CONSTRUCTION OF CURBS, SEWERS, DRAINAGE STRUCTURES, ECT. I. THREE CONSECUTIVE POINTS THAT ARE SHOWN TO BE ON THE SAME RATE OF SLOPE MUST BE USED IN COMMON SO THAT ANY VARIATION FROM A STRAIGHT GRADE MAY BE DETECTED, AND IN CASE ANY SUCH DISCREPANCY IS FOUND, IT SHALL BE REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION. 2, CONSTRUCTION OF ALL GRAVITY FLOW IMPROVEMENTS SHALL BEGIN AT THE DOWNSTREAM END. 3. WHERE PROPOSED IMPROVEMENTS JOIN AN EXISTING UNDERGROUND PIPELINE OR STRUCTURE, IT SHALL BE EXPOSED BY THE CONTRACTOR AND THE ELEVATION AND LOCATION VERIFIED BY THE ENGINEER PRIOR TO CONSTRUCTION. THIS OFFICE WILL NOT BE RESPONSIBLE FOR ANY ERROR IN GRADE OF FINISHED WORK IF THE ABOVE RULES ARE NOT FOLLOWED. WO: 226719-0000078.03 SHEET No.OF -3 . CLIENT/CONTRACTOR:- CITY OF LA QUINTA NIVI J PREPARED BY: DB DATE: 7-29-2020 42-629 COOK ST., SUITE 104 PALM DESERT, CA 92260 CHECKED BY: -7 DATE: i � _ 700.341.3101 TEL 760.341.6990 FAX WWW.NV5.COM SCALE: 1 " = 15, CREW: J L--) � /- SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: AMPHITHEATER SIDEWALK B.M. DESC. & ELEV. - HORIZONTAL CONTROL: - LOCATION VICINITY: AMPHITHEATER AREA PLAN: CIVILS SHEET G5 NORTH OFFSET & DESC.: 3' OS (EDGE OF CONCRETE) STAKED ELEVATIONS TO: FS (FINISH SURFACE) UNLESS NOTED OTHERWISE REFERENCES & REMARKS: SE = STAKE ELEV PLAN NOTES/STAKING CHANGES: STORED POINTS: STAKING RECORD: DATE STAKED: '%-O `C© NOTES BY:. I-t..% CHECKED BY: 11155 0,0 �1 � 23.76S 3' OS CE FS IN EX SE 2 11156 I } 1 11158 �� FS /� 21.39 L- 22.91 FS 3' OS CE FPS COR 1 154 3' OS CE FS SE -- Z (' { 3.76 SE 3' OS CE FS JON EX { _I W U s C I FS I! 11159 11 157 21.39 FS 21.94 3' OS CE FS CDR 3' OS CE FS GB SE _ �, SE �3 11160 20.50 FS 1153 " ; 3' OS CE FS COR 23.87 '— SE k 3' OS CE FS J IN EX SE Z3 Qj Z ro �U 11161 S 0.5 FS 11167 " S-^ qE, F OR + r 3 j P 22.91 k SE2- 11 52 3' OS CE FS �J 2 .87 SE �E{ `� 11164 -79 �11162 _ I 3' OS C FS EX 21.39 FS 20.50 SE Lf 2* 11166 3' OS CE FS GB E OS CE-FS COR 21.94 SE I � 3' OS CE FS COR - 11163 1 F U C j SE • 2 q 03 11765 �1�q�,,120.50 FS LL 21.94 FS 3' OS CE FS COR 3' OS CE FS COR SE LO \�E *** ATTENTION *** NOTE TO CONTRACTOR THE CONTRACTOR IS CAUTIONED TO OBSERVE THE FOLLOWING RULES IN USING THE GRADE STAKES REFERRED TO ON THIS SHEET FOR THE CONSTRUCTION OF CURBS, SEWERS, DRAINAGE STRUCTURES, ECT. 1. THREE CONSECUTIVE POINTS THAT ARE SHOWN TO BE ON THE SAME RATE OF SLOPE MUST BE USED IN COMMON SO THAT ANY VARIATION FROM A STRAIGHT GRADE MAY BE DETECTED, AND IN CASE ANY SUCH DISCREPANCY IS FOUND, IT SHALL BE REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. CONSTRUCTION OF ALL GRAVITY FLOW IMPROVEMENTS SHALL BEGIN AT THE DOWNSTREAM END. 3- WHERE PROPOSED IMPROVEMENTS JOIN AN EXISTING UNDERGROUND PIPELINE OR STRUCTURE, IT SHALL bE EXPOSED BY THE CONTRACTOR AND THE ELEVATION AND LOCATION VERIFIED BY THE ENGINEER PRIOR TO CONSTRUCTION. THIS OFFICE WILL NOT BE RESPONSIBLE FOR ANY ERROR IN GRADE OF FINISHED WORK IF THE ABOVE RULES ARE NOT FOLLOWED.