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NV5 Daily and Staking Grade Sheet 2020-05-18 Walkways - East RampV 5 SURVEY WORK REQUEST / DAILY REPORT FORM IN Project Name: ��� �, �J (� !}LLB Job Number: 2 (p% t )-C)D000 9.,3 Date: � 10 --'ZO Client: t L A Weather: 4)L)t/Zf Work ordered by: of at Work Order received by: of Nolte at Client has ordered staking per: ❑ Approved Plans unapproved Plans on on Personnel Survey Manager i Codel S Rate I Hours i Total Notes Senior Surveyor S7 Associate Surveyor 58 Assistant Surveyor S9 Junior Surveyor SJ Senior Party Chief S2* Associate Party Chief S2* Assistant Party Chief S2* Associate Field Surveyor S2* Assistant Field Surveyor Junior Field Surveyor S2* i 52* •oOOLilt Labor Code Detailed Work R4equest Request Completion Date Detailed Work Report AK F, E 3' D goo r C r1 tJ It is agreed that the company making the above request is liable for the charges of said request as stated above, if Client has ordered staking per unapproved plans, Client accepts all risk for any additional re -staking costs. Contract: _ T&M: _ _ Signed: ALfTHOR1ZE ENT ��VE PATE Total T&M Charge: $ _ Signed:�� AUTMORIZ NDLTE REPRESENTATIVE GATE WHITE: OFFICE COPY YELLOW: FIELD COPY PINK: CLIENT COPY WO: 226719-0000078.03 SHEET No. / OF -9 CLIENT/CONTRACTOR: CITY OF LA QUINTA �l � v:' PREPARED BY: DB DATE: 5-18-2020 42-829 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: DATE: 700.341.3101 TEL 700.341.5900 FAX WWW.NV5.COM SCALE: 1 " = 10, CREW: SILVERROCK PARK VENUE SITE 77 CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: 12' WIDE SIDEWALK B.M. DESC. & ELEV. HORIZONTAL CONTROL: LOCATION VICINITY: NORTHEASTERLY PORTION OF SITE PLAN: G2 NORTH OFFSET & DESC.: 3' OS (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: ;'; . 7 3 Z - 9b %6,?, STAKING RECORD: DATE STAKED: NOTES BY: j Imo, CHECKED BY: M0C = MID POINT ON CURVE POC = POINT ON CURVE PRC = POINT OF REVERSE CURVE 1; LO = LINE ONLY STAKE 2 L) RADIUS 5 LO 11031 22.96 11058 LO 3' OS CE FS POC 3' OS CE FS 11060 0 3' OS CE FS O LO 11057 FS 3' OS CE FS LO 11059 11030 r 11029 3' OS CE FS 23.26 FS 23.56 3' OS CE FS POC IUS 5' CE SE SE I 23.56FS 23.60FS 23.50FS (� _ 11028 Cy 23.44 olus�5ZE ` i LO 11056 3' OS CE FS LO 11053 3' OS CE FS LO 11�55 11054 3' OS CE FS 3' OS CE FS *** 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 _ 1� CLIENT/CONTRACTOR:- CITY OF LA QUINTA PREPARED BY: DB DATE: 5-18-2020 42-020 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: DATE: 700.341.3101 TEL 700.341.5090 FAX WWW.NV5.COM SCALE: 1 " = 10, CREW: SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: 12' WIDE SIDEWALK B.M. DESC. & ELEV. HORIZONTAL CONTROL: LOCATION VICINITY: NORTHEASTERLY PORTION OF SITE PLAN: G2 NORTH OFFSET & DESC.: 3' OS (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: j0 7j�— p rip STAKING RECORD: DATE STAKED: t--B-U NOTES BY: CHECKED BY: MOC = MID POINT ON CURVE POC = POINT ON CURVE PRC = POINT OF REVERSE CURVE LO = LINE ONLY STAKE �Z 11036 C rFS 22.77 11033 3' OS CE FS B - y 22.65 SE Z RADIUS 5' CE 11031 — _ FS 22.96 2 z CE FS POC 2.77FS 11035 Owl C U 2Z 71 FS 3' OS CE MOC \ SE Z -L 22.65FS _ FS 22.53FS POC i 22.59FS 11034 FS 22,65 3' OS CE EC SE �S _ \ oq \ Iy 11032 �FS 22.53 RADIUS 5' C SE 'LZ *** 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 �'ll CLIENT/CONTRACTOR: CITY OF LA QUINTA 5 PREPARED BY: DB DATE: 5-18-2020 42-829 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: DATE: 1.0' 780.341.3101 TEL 760.341.5000 FAX WWtNV5.COM SCALE: 1" = CREW: SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: 12' WIDE SIDEWALK B.M. DESC. & ELEV. HORIZONTAL CONTROL: LOCATION VICINITY: NORTHEASTERLY PORTION OF SITE PLAN: G2 NORTH OFFSET & DESC.: 3' OS (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: ` 67-, 2 -�4 %4 STAKING RECORD: DATE STAKED: - NOTES BY: CHECKED BY: 3� MOC = MID POINT ON CURVE 11048 FS 30, 8 POC = POINT ON CURVE - -• PRC = POINT OF REVERSE CURVE 31'10S CE FS POC �S of I"„R LO = LINE ONLY STAKE E3D /k 11047 j IFS I t.� 3' OS CE FS POCK �Z i` -1 FS 5E 11044 11046 FS 27.32 28.75 3' OS CE FS POC 3' OS CE FS OC SE -L % SE 1- C7 Z 11045 NHS 6 1 11043 �� FS 2B.58 1 Z{ 28.07 3' OS CE FS PRC 1 0 11042 3' OS CE FS POIC IFS 25.83 SE 2 g SE 3' OS CE FS POP 'L $E 5 C 11 11041 FS 25.23 {� 3' OE 2P�C ZS —FS 11040 24.62 3' OS CE FS POC 1 SE '� n i� F511039 23.96 OS CFS �-L E' 11038 FS 23.60 3' OS CE FS ppC SE Z 3 C I L' — 11037 ,.ox FS 23.19 3' O E 2� 3QC 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 RESPONSI@LE 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: 5-18-2020 42-829 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: DATE: 700.341.3101 TEL 760.341.5909 FAX WWW.NV5.COM SCALE: 1 " = 10, CREW: 5 w I ii SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: 12' WIDE SIDEWALK B.M. DESC. & ELEV. HORIZONTAL CONTROL: LOCATION VICINITY: NORTHEASTERLY PORTION OF SITE PLAN: G2 NORTH OFFSET & DESC.: 3' OS (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: tip 7a 2 — a STAKING RECORD: DATE STAKED: - / g ` NOTES BY: I„J CHECKED BY: HOC = MID POINT ON CURVE O OINi ON CURVE 11061 ~�' - DINT OF REVERSE CURVE 3 ENCH LO = ONLY STAKE 11052 11051 p� ❑ % �` FS 33.09 32.32 ` 3' OS CE FS AT JOIN 3' S CE FS P1 Z SE�Z SE L Z f 49 FS 3a. 11062 3' RC ' OS CE FS BENCH 11064 SE IFS 13' OS CE FS B H 1 ; 11063 11050 t } FS .3' OS CE FS BENCH 3' OS CE FS POC SE '7 11048 �? FS 30.10 3' OS CE FS POC SE 11047 JI FS 29.42 3' OS CE FS POC SE 11046 FS 28.75� 3' OS CE FS POC 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 RESPONS19LE FOR ANY ERROR IN GRADE OF FINISHED WORK IF THE ABOVE RULES ARE NOT FOLLOWED. N V 5 SURVEY WORK REQUEST / DAILY REPORT FORM Project Name: -o&-< Client: Job Number: . % 7,67 f cl -yoo,90 .? P % Weather: Date: _I Cl — 2_0 t� S 0."" /i/ D Work ordered by: of Work Order received by: of Nolte at Client has ordered staking per: Ej Approved Plans Unapproved Plans at ❑ on on Survey Manager • . S 'Rate Hours Total Notes _ �1 Senior Surveyor S7 Associate Surveyor Sa Assistant Surveyor S9 Junior Surveyor S] Senior Party Chief 52* Associate Party Chief S2* Assistant Party Chief S2* Associate Field Surveyor S2* Assistant Field Surveyor S2* Junior Field Surveyor S2* •default Labor Code Detailed Work Request Request STAk S� Y ivc-� �_� ����0 Completion Date Detailed Work Report T li A M K- �L It Is agreed that the company making the above request is liable for the charges of said request as stated above, If Olen has ordered staking per unapproved plans, Client accepts all risk for any additional re -staking costs. Contract: T&M: Signed: L_--c-e, Aun+vE C1ENT REPRES rArlve DATE r (,, Total T&M Charge: $ Signed: - � I 2- ALITkD a NOLTEitERRESENrAT1VE DATE WHITE: OFFICE COPY YELLOW: FIELD COPY PINK: CLIENT COPY WO: 226719-0000078.03 SHEET No. OF CLIENT/CONTRACTOR:. CITY OF LA O M NV PREPARED BY: DATE: 58-2020 42-820 COOK ST., SUTE 104 PALM DESERT, CA 82260 CHECKED BY: DATE: 700.341.8101 TEL 760.341.5000 FAX WWW.NV5.COM SCALE: 1 " = 20' CREW: 3W III e- SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: 7' WIDE SIDEWALK B.M. DESC. & ELEV. HORIZONTAL CONTROL: LOCATION/VICINITY: AMPHITHEATER PORTION OF SITE PLAN: G5 AD OF 15 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: 9U'1 9 `1G%S(o STAKING RECORD: DATE STAKED: 7 - �+� .' �? NOTES BY: -Yuk./ CHECKED BY: 0 =LINE ONLY STA + I � 1067 -- 20.50 FS S SE OS CE 5 11066 1 F$ l 20.50 3' OS CE FS 11068 SE 21 `1 20.50 FS 3' OS CE FS110690 U� _ d Ln i 21 69 11065 - o f V FS 20.50 3' OS CE FS COR SE Z I 710 Z' 11071 11070 �.69 21.69 1 CE 3' OAS 1� 3' OS CE FS R SE FS1 G•Q- SE '�Z 71 11073 ,; , 210� C>�FS S8 l7 FS 21.88 3' OS CEr COR�� ' `' 1OS CE FS 08 SE 'Z- sE Z o 11076 {/��FS -� 11074 22.74 FS _ COR 3' OS FS MID -PT 3' OS CE FS �N COR '^1 SE 2.Z (o 11075 11078 LO FS 22.76 23.59 3' OS CE FS MID -PT 11079 �6' OS C SE 2_3 3 LO 23.64—_6' SE 6' OS CE FS JOIN SE b FS110 0 11077 a.? FS 30 J. IN 23.59 SE 2 3 5 3' OS CE FS JOIN SE 0 Q--- 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. iT NV5, Inc, 42-829 Cook Street, Suite 104 Palm Desert, CA 92211 TeL (760)341-3101 Fax:(760)469-4086 REQUEST FOR SURVEY STAKING Note: This form must be faxed to NV5's office a minimum of 48 hours in advance of requested staking to allow for office calculations, All work needed must be included in fax; if not included, client must not expect NV5 Survey Crews to commence work. *Information to be completed by NV5. All other information to be completed by client. REQUEST FROM: COMPANY NAME: DATE: TIME: *REQUEST RECEIVED BV: *JOB #: *DATE: *TIME: NAME: TYPE OF STAKING REQUESTED (CURBS, SLOPE STAKING, SEWER, ETC.): TO BE STAKED PER: DRAWING NO. SHEET NO. AREA TO BE STAKED (USE STATIONS IF APPLICABLE): LATEST REVISION DATE/A OFFSET DISTANCE: ON WHICH SIDE? (Right or Left looking up station): SPECIFIC INSTRUCTION (Be specific — mark up and fax portions of plans for clarity): * CONTRACT INFO: * IS WORK REQUESTED INCLUDED IN CONTRACT? YES NO DATE AND TIME REQUESTED FOR SURVEY CREW TO BEGIN WORK: DATE AND TIME SURVEYORS ARE ABLE TO SCHEDULE CREWS A — N T,u b 61 f//tip 3,4 IT 1a � v l b 12` .. I o � P, )n w f 72 Kl , M?s� 20g ',27. rl W � O • / p i 5 �y � xfIFWPORT._ ,,RANKS 6/27/s co ] W.w- - G) A_ u 1Q. ; :MS `r E f .w j L,4 GO 1 J © C7 C7 t. 71J, ;2 ffl rlz�cco cnna ae r. ED lul ter+ D NN'i, co p � pn yI� Ln s LO J _vI N3 (,4 LA j� n LO NO n0rr_ vy€ F FURANKS I�P�JD\D�V�,GRR,dir�G\PRECISE\i54969—PG—VENUE S1T��15�969—P�—vtivu�--�v���._ $f'1 sl