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NV5 Daily and Staking Grade Sheet 2020-04-10 Walkways RoundaboutProject Name: S-, i L-0 c a (�U ui Client: ' km- C) � L— is Lzal N i Pv Job Number: 226-1\9-00000­7003 Weather: 0J5'1ZGSS7- Date: Work ordered by: of O iA at on Work Order received by: of Nolte at on Client has ordered staking per: Approved Plans Unapproved Plans Personnel Code� Survey Manager S Rate Hours Total Senior Surveyor S7 Associate Surveyor Sa Assistant Surveyor S9 Junior Surveyor SJ Senior Party Chief S2* Associate Party Chief S2* 'D Assistant Party Chief 52* Associate Field Surveyor S2* Assistant Field Surveyor S2* Junior Field Surveyor S2* Detailed Work Request Request Completion Date T i C N i 12—WdQD 7 S.Tk -!k- GaUt M,-z-v6 PKT� � ��L �c�� C0PL �J� �I�i��� tt ��r�i•'1 ��r�(� �rr3��ryc� �I�% f� � It Is agreed that the company making the above request is liable for the charges of said request as stated above. If unapproved plans, Client accepts all risk for any additional re -staking costs. Contract: T&M: Total T&M Charge: $ Signed: Signed: ,,nc has ordered staking per Vv_ DATV /oif'. WHITE: OFFICE COPY YELLOW: FIELD COPY PINK: CLIENT COPY WO: 226719-0000078.03 SHEET No. / OF N�V�5 CLIENT/CONTRACTOR: CITY OF LA QUINTA PREPARED BY: DB DATE: 4-9-2020 42-820 COOK ST., SUITE 104 PALM DESERT, CA 02260 CHECKED BY: DATE: 760.341.3101 TEL 700.341.5009 FAX WWW.NVS.COM SCALE: 1 " = 20' CREW: SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: CURB AT ENTRY ROTARY B.M. DESC. & ELEV. 01� �' S 9el -1 HORIZONTAL CONTROL: LOCATION/VICINITY: ENTRY WAY TO VENUE SITE PLAN: G4 NORTH OFFSET & DESC.: 3'OSFC (FACE OF CURB) STAKED ELEVATIONS TO: TC (TOP OF CURB) UNLESS NOTED OTHERWISE REFERENCES & REMARKS: SE = STAKE ELEV. PLAN NOTES/STAKING CHANGES: STORED POINTS: 906-,./ r `lo6 S ` STAKING RECORD: DATE STAKED: �-f j D h'/ NOTES BY: U/ CHECKED BY: i 0 � FACE OF CURB THIS SIDE 70368 25.92 Y. R$27' FC '. �f .26, A �• .10949 26.5& J' 'as FC f *** ATTENTION *** !VOTE 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. Z OF 1' CLIENT/CONTRACTOR:.. CITY OF LA QUINTA NIT5 PREPARED BY:. DB DATE:. 4-9-2020 42-829 COOK ST., SUITE 104 PALM DESERT, CA 92200 CHECKED BY: DATE:_ 700.341.3101 TEL 700.341.5090 FAX WWW.NV5.COM SCALE: 1 " = ` - 20' CREW: SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: 12' WIDE WALKWAY B.M. DESC. & ELEV. •• HORIZONTAL CONTROL: LOCATION ICINITY: CENTER OF SITE PLAN: G3 NORTH OFFSET & DESC.: 3' OS EC (EDGE OF CONCRETE) STAKED ELEVATIONS TO: FS (FINISH SURFACE) HIGH SIDE OF WALKWAY UNLESS NOTED OTHERWISE REFERENCES & REMARKS: SE = STAKE ELEV. PLAN NOTES/STAKING CHANGES: STORED POINTS: STAKING RECORD: DATE STAKED: I D =1_-U NOTES BY: CHECKED BY: 3' OS CE FS POC J l s L 2 FS 10959 �_ OS CE FS AT BRIDGE 25.28 25.0 SE E FS POC S E '� 24.95F5 109 . 24.81 LP - 24.89F .. 3' pS C FS POC SE I a 24.69FS 1 FS N 10953 FS 10967 24.50 24.79 FS E 3' OS CE F5 PDOC �. SE 1 R=4.46' SE �1 10952 24.18 3' OS CE FS POC SE 90 23.80 - 10951 FS } 23.86 3' OS CE FS AT BRIDGE _ 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 RILES ARE NOT FOLLOWED. WO: 226719-0000078.03 SHEET No. 7 OF NIV�5 CLIENT/CONTRACTOR:- CITY OF LA QUINTA PREPARED BY: DB DATE: 4 9-2020 42-529 COOK ST., SI)ITE 104 PALM DESERT, CA 02200 CHECKED BY: DATE: 700.341.3101 TEL 700.341.5999 FAX WWW.NV6.COM SCALE: 1 " = 20' CREW: SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: 12' WIDE WALKWAY B.M. DESC. & ELEV. HORIZONTAL CONTROL: LOCATION VICINITY: CENTER OF SITE PLAN: G3 NORTH OFFSET & DESC.: 3' OS EC (EDGE OF CONCRETE) STAKED ELEVATIONS TO: FS (FINISH SURFACE) HIGH SIDE OF WALKWAY UNLESS NOTED OTHERWISE IA11� D Ic `i. 1 r3r _ REFERENCES & REMARKS: C O,,Y,,�. ' SE = STAKE ELEV. PLAN NOTES/STAKING CHANGES: STORED POINTS: STAKING RECORD: DATE STAKED: 1. -� o -Z 0 NOTES BY: ln/ CHECKED BY: 10956 1' 25.00 R=56.96' SE ❑ !r 10957 I� FS Fs 10965 10964 25.07 FS 26.51 26.44 - C� • FS AT BRIDGE 3 OS CE F MOC 3' Os C,E FS PRC E S ( LtL FS 2 10963 C t'.1I 3' 10966 26.14 - F S 26.58 3' OS CE fS POC 4 x 3' OS CE AT JOIN SE ' SE L b 2&2831 CE FS 0 25.84 o P�C s POC 2495FS RP=10961) PC LP `. 26.52FSI 24.89 0 25 BFS 24.69FS o� 'yam FS N �� 10960 10967 U FS E 0 FS 24.79 25.54. c 3' OS CE FS PCC R=4.46' SE Z SE 2 i C D `� 1 :I --- 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 N�V�5 PREPARED BY: DB DATE: 4-9-2020 42-820 COOK ST., SUITE 104 PALM DESERT, CA 92200 CHECKED BY: DATE:_, 700.341.3101 TEL 700.341.5000 FAX WWW.NV5.COM SCALE: 1 " = 6' CREW: SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: 12' WIDE WALKWAY B.M. DESC. & ELEV. HORIZONTAL CONTROL: LOCATION VICINITY: CENTER OF SITE PLAN: G3 NORTH OFFSET & DESC.: 3' OS EC (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: NOTES BY: CHECKED BY: 1096E L —�- 22.75 _ R=5.42' 09 r FSNIN I �� FSNE 10970 10971 22.62 22.80 3'OSCEFSEC 3'OSCEFS�C -Z E Zf V� SE 'FS 22.82FS � I 22.80FS _ u-f r f% 22.56FS 22.77FS D 7 FS NE"/ 22.59FS 10972 22.75FS 22.68 22.68FS 3' OS CE FS, EC 22.50FS �� SE 2,7 5 LP 1096 -- n,,22.75 R-5.42 S L ZZ �/3 22.60FS 10973 �I � it f) �- FS S 22.54FS 22.60 3' OS CF S HC SE -Z 1 *** 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.