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NV5 Daily and Staking Grade Sheet 2020-02-04 PCC PathProject Name: ,J I L V L` 4 Roc.i'{ Client: Job Number: �2 f,77 11 -O&DO 7'310 Weather: (-GUU•/ Date: i _ -Z i> Work ordered by: of U a at on Work Order received by: of Nolte at on Client has ordered staking per: ❑ Approved Plans ❑ Unapproved Plans Personnel..Rate Survey Manager S Hours Total Notes Senior Surveyor S7 Associate Surveyor S8 Assistant Surveyor S9 Junior Surveyor S] Senior Party Chief S2* Associate Party Chief S2* (P Assistant Party Chief 52* Associate Field Surveyor S2* Assistant Field Surveyor S2* Junior Field Surveyor S2* -uemmc Laour k-oue Detailed Work Request Request CompletionDate I jc< 5 /v 7., — �— • l `J Phi 1I,� —1 .a I /' 7 / -�� �) \✓ O� 1 �al_L�tP-fl i�r�l IIo It fs 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. AUTH D CUENT REP EsENTATEVE DATE Total T&M Charge: $ Signed:�� I 7 29 A MZED NOLTE WHITE: OFFICE COPY YELLOW: FIELD COPY PINK: CLIENT COPY ill 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: Mok3 i I `:1 C1 t 'n-ec:, *REQUEST RECEIVED BY: *JOB #: *DATE: *TIME: NAME: TYPE OF STAKING REQUESTED (CURBS, SLOPE STAKING, SEWER, ETC.): TO BE STAKED PER: 6 � G'� DRAWING NO. SHEET NO. LATEST REVISION DATE/A AREA TO BE STAKED (USE STATIONS IF APPLICABLE): OFFSET DISTANCE: ON WHICH SIDE? (Right or Left looking up station): S C � ' � 2- SPECIFIC INSTRUCTION (Be specific — mark up nd 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:F �bC,ATIvA 0(RFi-gE.� FIXTURE TYPE 'SA' DETAIL SNAAE' 12� INGRADE Pl REFER TO THE FIXTURE SCHEDULE FOR POLE AND FIXTURE SPECIFICATION HANDHOLE COVER WITH GROUND LUG, RECEPTACLE ON OPPOSITE SIDE CONDUIT WITH BUSHED ENDS NOTE: PROVIDE GROUT .-0" AROUND BASE PLATE + AND THE FOUNDATION I AS REQUIRED 51" FINISH EXPOSED EDGE OF RAISED BASE FOOTING (24" DIA.) BASE PLATE/ COVER (9" DIA.) POLE (4" DIA.)— ►— CONCRETE FILL IN BETWEEN BASE AND SIDEWALK. FINISH TO MATCH SIDEWALK. BASE COVER 2" CHAMFER RAISED BASE TO MATCH SIDEWALK r 16op SIDEWALK ice:: Y� + •, FINISHED GRADE ' ►. , . 4 ANCHOR BOLTS FURNISHED BY 24" MIN. :'�THE LIGHTING MANUFACTURER 3/4" PVC CONDUIT MIN. 'r f't CONCRETE BASE BY ELECTRICAL �• • : ;.,;;_iY ; , CONTRACTOR. PROVIDE 4 #6 VERTICAL REBARS AND #3 TIES AT 8"O.C. 3" FROM THE TOP, BOTTOM AND SIDES OF BASE. `•�'" x ` " REFER TO STRUCTURAL CALCULATIONS ON THIS SHEET, �24" DIA. LIGHT POLE TYPE 1. AID EQUIPMENT MES + A� CONTINUOUS 4"x4"x1 FULL PERIMETER OF EMBED., ® 18"O.C. D ANCHOR SCHEDULE WASHERS ® 12" O.C. r SWITCHB SWITCHB FIXTURE TYPE'SB' DETAIL S ALE. 11] SWITCHBOAR NIV15 42-820 COOK ST.. SUITE 104 PALM DESERT, CA 02200 700.341.3101 TEL 700.341.5900 FAX WWWNVILCOM SILVERROCK PARK VENUE SITE WO: 226719-0000078.03 SHEET No. I OF CLIENT/CONTRACTOR:_ CITY OF LA QUINTA PREPARED BY: DB DATE: 1-30-2020 CHECKED BY: DATE: _ SCALE: 1" = 20' CREW: CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: SIDEWALKS -12' WIDE B.M. DESC. & ELEV. (MBI) HORIZONTAL CONTROL: (MBI) LOCATION ICINITY: ENTRY AND CENTER AREA OF VENUE SITE PLAN: (MBI) NORTH OFFSET & DESC.: 3' 05 CE (CONCRETE EDGE) STAKED ELEVATIONS TO: FS (FINISH SURFACE) UNLESS NOTED OTHERWISE REFERENCES & REMARKS: SE = STAKE ELEV. PLAN NOTES STAKING CHANGES: STORED POINTS: ` 6 LI11, , Z6 STAKING RECORD: DATE STAKED: Z~ ; - NOTES BY: CHECKED BY: I� - U FS 10749 24.02 3' OS CE, FS SE Zy� FS 10748 C-� 10754 FS 23.86 3' OS C FS�_ 73.eaFs SE 23 /f T. + 7 ? DTI... 23.89FS 3' OS CE FS SE 2 H O q FS 10747 24.09--"" OS CE 3FS SE ZW FS 10746 24.37 3.' QS CE FS sE Z y L. 9 p �O 23.8OFS 2337S LP o 24.38FS 24.09FS 10765 r p ,0 FS /'23.84:. / 3' OS CE F//S- SE 2 1� 107 4.00 16' RADiUS SE23 63 10750 f D (' I FS 23.88 3' _OS CE FS SE Z '7 10751 r FS 23.70 3' OS CE FS LP SE Ll U% 10752 C 0 1 •24.09 3' OS C FS SE Z q 3) 10753 U -24.49 FS 3' OS CE FS : SEZHIV FS E FS W FS S *** 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, EGT- 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. 'HIS OFF7CE WILL NOT BE RESPONSIBLE FOR ANY -ERROR IN GRADE OF FINISHED WORK IF THE ABOVE RI1I FS ARF NOT Frnr I nWFn WO: 226719-0000078.03 SHEET No. �J OF NIV�5 CLIENT/CONTRACTOR: CITY OF lA QUINTA PREPARED BY: DB DATE: 1-30-2020 42-828 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: DATE: 700.341.3101 TEL 700.341.5090 FAX WWW.NV5.COM SCALE: 1 " = 30' CREW: SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: SIDEWALKS -12' WIDE B.M. DESC. & ELEV. (MBI) HORIZONTAL CONTROL: (MBI) LOCATION ICINITY: ENTRY AND CENTER AREA OF VENUE SITE PLAN: (MBI) NORTH OFFSET & DESC.: 3'OSCE (CONCRETE EDGE) STAKED ELEVATIONS TO: FS (FINISH SURFACE) UNLESS NOTED OTHERWISE REFERENCES & REMARKS: NOTE: STAKES ARE GRADED TO THE LOW SIDE OF SIDEWALK SE = STAKE ELEV. PLAN NOTES STAKING CHANGES: STORED POINTS: STAKING RECORD: DATE STAKED: E-3-20 NOTES BY: CHECKED BY: {} 10762 - FS 22.84 3' OS CE SE 'Z Z }� 10761 FS 22.97 3' OS CE FS? SE Z L C F o0� FS 10760 23.1 ❑ 1.00% D 3' OS CE FS — r SE'L3 _9 ti FS 10759 23.23 3'OSC FS SE 2 Z — FS F758 3.36 3' OS CE FS SE�3� FS 10757 23.51 CyFS E 3 F FS 10756 23.66 3' OS CE FS T•Gox SE 23 73 10754 10755 23.86�� 23.8A Fs 3' OS CE FS _ - .35E OS,. FS � H *** 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. 3 OF .3 NIV15 CLIENT/CONTRACTOR: CITY OF LA QUINTA PREPARED BY: DB DATE 1-30-2020 42-829 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: _ DATE: 700.341.3101 TEL 700.341.5900 FAX WWW.NV&COM SCALE: 1 " = 30' CREW: SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: SIDEWALKS -12' WIDE B.M. DESC. & ELEV. (MBI) HORIZONTAL CONTROL: (MBI) LOCATION/VICINITY: ENTRY AND CENTER AREA OF VENUE SITE PLAN: (MBI) NORTH OFFSET & DESC.: 3'OSCE (CONCRETE EDGE) STAKED ELEVATIONS TO: FS (FINISH SURFACE) UNLESS NOTED OTHERWISE REFERENCES & REMARKS: NOTE: STAKES ARE GRADED TO THE LOW SIDE OF SIDEWALK SE = STAKE ELEV. PLAN NOTES/STAKING CHANGES: 0 7 % 41 �T ° ' JC. ` -; ' STORED POINTS: lQ Gr . (�� 9os�6 STAKING RECORD: DATE STAKED: NOTES BY: `jlnl CHECKED BY: n.. (�-7FS 10'43 23.43 3' ;t7S CE FS SE, 2 y z r` 10773 FS 23.30 3' OS_ Ci f S < 0 0? FS SE I oT 10767 O F 10772 22.75 FS 23.18 k 5' R CE $/ �' 3' OS CE FS SE z� SE ') Ix) 22.99FS 10771 U 1' �, FS FS 23.10 10770 °T 3' OS CE FS 22.93 'r, SE Z 3 D 3' OS CE FS PRC SE L -' j'y -- FS 10768 z2.LePDFs U?i FS 10769 22.60 22.76 3' OS CE FS 3'O}SCEFS SE 3_LI SE ZZ �� `-� . _ FS LZ 10766 U 1� 10765 22.75 FS 22.44 =% 5' R CE FS 3' OS CE SS PCC SE'Z Z 7 LI SE 2 .Z 10764 FS F FS 22.57 a 3' OS CEj 10763 SE 22.70 ZZ -- 3'OSC&FS SE2't 1 0 10762 `r FS " RA *** 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: CffY OF LA QUINTA NIV15 PREPARED BY: DB DATE: 1-30-2020 42-820 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: DATE: 700.341.3101 TEL 700.341.5909 FAX WWW.NV5.COM SCALE: 1 " = 60' CREW: SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: SIDEWALK LIGHTING - BOLLARD TYPE SB B.M. DESC. & ELEV. {MBI) HORIZONTAL CONTROL: (MBI) q9"1 C70 0y LOCATION ICINITY: ALONG SIDEWALKS THROUGHOUT VENUE SITE PLAN: (MBI) NORTH OFFSET & DESC.: 10'OS (OFFSET CENTER OF BASE) STAKED ELEVATIONS TO: FS (FINISH SURFACE AT SIDEWALK) REFERENCES &REMARKS: 10 SE = STAKE ELEV. PLAN NOTES STAKING CHANGES: STORED POINTS: 9()5-z7- 9o5�1 STAKING RECORD: DATE STAKED: NOTES BY: CHECKED BY: 10796 00 FS - 22.75 ® L6' OS LT TYPE SB 2a SE N /// FS yam. � 107 4 0 FS1 $ 21.7 10S LT TYP SB SEZI 10793 FS 22.40 10' OS LT TYPE SB SE 0 10795 1Li� C DFS 23.25 10' OS LT TYPE SB 10798 1SE 25.00 FS a 10' OS LT TYPE SB SE?� I� (�� 10792 23.15 10' OS LT TYPE SB� SE 2 �- 10791FS 24.16 ' OS LT TYPE SB S Lf 11 06 *** 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 NIV�5 CLIENT/CONTRACTOR: CITY OF LA QUINTA PREPARED BY: DB DATE: 1-30-2020 42-829 COOK ST., SLRTE 104 PALM DESERT, CA 02M CHECKED BY: DATE: 700.341.8101 TEL 700.341.5990 FAX WWW.NVS.COM SCALE: 1 " = 60' CREW: IAJL SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: SIDEWALK LIGHTING - BOLLARD TYPE SB B.M. DESC. & ELEV. (MBI) HORIZONTAL CONTROL: (MBI) LOCATION/VICINITY: ALONG SIDEWALKS THROUGHOUT VENUE SITE PLAN: (MBI) NORTH OFFSET & DESC.: 10' OS (OFFSET CENTER OF BASE) STAKED ELEVATIONS TO: FS (FINISH SURFACE AT SIDEWALK) REFERENCES & REMARKS: SE = STAKE ELEV. PLAN NOTES/STAKING CHANGES: STORED POINTS: /O 5 Z7— 96S-3jj STAKING RECORD: DATE STAKED: NOTES BY: 7S V\) CHECKED BY: - yI�FS C - Fs 26870023 50 10' OS LT TYPE SB 10' OS LT TYPE SB __ (o ZE SE 'L3 SE Z (0 ' 1 d- - 0 10796 22.75 - ° 10' OS LT 10799 SE • ---- �25.70 10' OS LT TYPE SB SE Z �. 10' a SE A ° 10795 23.25 10'OSLTTN 10798 r Z SE 25.00 [lFS 10' OS LT TYPE S8 SE r� Irl FS 10' OS LT TYP ** 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 3 NIV15 CLIENT/CONTRACTOR: CITY OF LA QUINTA PREPARED BY: DB DATE: 1-30-2020 42-820 COOK ST., SLATE 104 PALM DESERT, CA 02200 CHECKED BY: DATE: 700.341.8101 TEL 700.341.5000 FAX N11wm&COM SCALE: 1 " = 50' CREW: SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: SIDEWALK LIGHTING - BOLLARD TYPE SB B.M. DESC. & ELEV. (MBI) HORIZONTAL CONTROL: (MBI) LOCATION/VICINITY: ALONG SIDEWALKS THROUGHOUT VENUE SITE PLAN: (MBI) NORTH OFFSET & DESC.: 10' OS (OFFSET CENTER OF BASE) STAKED ELEVATIONS TO: FS (FINISH SURFACE AT SIDEWALK) REFERENCES & REMARKS: SE = STAKE ELEV. PLAN NOTES/STAKING CHANGES: STORED POINTS: STAKING RECORD: DATE STAKED: 2 -3 -ZU NOTES BY: J fnJ CHECKED BY: m I'l 10803 j FS 30.83 10' OS LT TYPE SB m SE So97 10802 FS 29.70 10' OS LT TYPE SB SE (7 DZ Zo 10801 FS 27.80 10' OS LT TYPE SB SE Z PJ oa *** 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. REFERENCE WO: 226719-0000078.03 SHEET No. OF CITY OF LA QUINTA NIV15 DATA PREPARED BY: DB DATE: 1-30-2020 PREPARED 42-820 COOK ST., SUITE 104 PALM DESERT, CA 02260 CHECKED BY: DATE: 700.341.3101 TEL 700.341.6999 FAX WWW.NV5.COMI SCALE: 1 " = 100, CREW: SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: SIDEWALK LIGHTING - BOLLARD TYPE SB B.M. DESC. & ELEV. (MBI) HORIZONTAL CONTROL: (MBI) LOCATION/VICINITY: ALONG SIDEWALKS THROUGHOUT VENUE SITE PLAN: (MBI) NORTH OFFSET & DESC.: AT CENTER OF BASE STAKED ELEVATIONS TO: NOT GRADED REFERENCES & REMARKS: SE = STAKE ELEV. PLAN NOTES/STAKING CHANGES: STORED POINTS: STAKING RECORD: DATE STAKED: NOTES BY: CHECKED BY: 10788 ~ 28.00 LT CENTER TYPE SB 10787 q 26.80 `; LT CENTER TY/P B 'f 10784 07 24.00 0 LT CENTER TYPE S LT CENTER E i 10783 22.50 "° o LT CENTER TYPE SB 10786 r" / 23.00 10780 LT CENTER TYPE SB ; 22.00 LT CENTER TYPE SB o- e 10782 10785 23.00 22.00 LT CENTER TYPE SB LT CENTER TYPE SB Q 1 a 0 10779 22.50 10778 '., LT CENTER O1= TYPE SB 24.00 LT CENTER OF TYPE SB *** 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. i OF WT5 CLIENT/CONTRACTOR: CITY OF LA QUINTA PREPARED BY: DB DATE: 1-30-2020 42-829 COOK ST., SUITE 104 PALM DESERT, CA 02200 CHECKED BY: DATE: 760.341.3101 TEL 700.341.5900 FAX WWW.NV5.COM SCALE: 1 " = 20' CREW: fI�G SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: SIDEWALKS 12' WIDE B.M. DESC. & ELEV. (MBI) HORIZONTAL CONTROL: LOCATION/VICINITY: EAST SIDE OF VENUE SITE PLAN: (MBI) NORTH OFFSET & DESC.: 3' OS CE (CONCRETE EDGE) HIGH SIDE OF WALKWAY STAKED ELEVATIONS TO: FS (FINISH SURFACE AT SIDEWALK) REFERENCES & REMARKS: SE = STAKE ELEV PLAN NOTES/STAKING CHANGES: STORED POINTS: STAKING RECORD: DATE STAKED: - O NOTES BY: 7S V\.) CHECKED BY: � FS 10810 23.15 3'OSCEFS �1Z FS 10809 SE ZZ $rl 23.28 Ira 3' OS CE FS 0-^ FS SE22 J L0 10808 2 3- 4-0 3'IDS CEF SE 4 � FS nW 10807 D FS 23.52 $� 3' OS CE FS23.76 " 10805 SE�39; 3' OS CE FS (� ! .' ' FS =' S 3 , 10806 1 804 23.64 88 3OS CLEFS 3' OS F5 SE 23 �� SE 2� r 23.82FS 1 *** ATTENTION *** NOTE TO CONTRACTOR THE CONTRACTOR IS CAUTIONED TO OBSERVE THE FOLLOWING RULES IN USING THE GRADE STAKES REFERRED TO ON THIS SHEET FOR THE CONSTRUCTION OF CURBS, SEWERS, DRAINAGE STRUCTURES, ECT. 1. THREE CONSECUTIVE POINTS THAT ARE SHOWN TO BE ON THE SAME RATE OF SLOPE MUST BE USED IN COMMON SO THAT ANY VARIATION FROM A STRAIGHT GRADE MAY BE DETECTED, AND IN CASE ANY SUCH DISCREPANCY IS FOUND, IT SHALL BE REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. CONSTRUCTION OF ALL GRAVITY FLOW IMPROVEMENTS SHALL BEGIN AT THE DOWNSTREAM END. 3. WHERE PROPOSED IMPROVEMENTS JOIN AN EXISTING UNDERGROUND PIPELINE OR STRUCTURE, IT SHALL BE EXPOSED BY THE CONTRACTOR AND THE ELEVATION AND LOCATION VERIFIED BY THE ENGINEER PRIOR TO CONSTRUCTION. THIS OFFICE WILL NOT BE RESPONSIBLE FOR ANY ERROR IN GRADE OF FINISHED WORK IF THE ABOVE RULES ARE NOT FOLLOWED. WO: 226719-0000078.03 SHEET No. OF 3 CITY CLIENT/CONTRINTA QU1-30-2020 WT5 PREPARED BY:ACTORDB AT : 42-829 COOK ST., SUITE 104 PALM DESERT, CA 92200 CHECKED BY: DATE: 700.341.3101 TEL 700.341.5990 FAX WWW.NV5.COM SCALE: 1" = 20' CREW:. '—I„JI/VG SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: SIDEWALKS 12' WIDE B.M. DESC. & ELEV. (MBI) HORIZONTAL CONTROL: (MBI) LOCATION VICINITY: EAST SIDE OF VENUE SITE PLAN: (MBI) NORTH OFFSET & DESC.: Y OS CE (CONCRETE EDGE) HIGH SIDE OF WALKWAY STAKED ELEVATIONS TO: FS (FINISH SURFACE AT SIDEWALK) REFERENCES & REMARKS: SE = STAKE ELEV. PLAN NOTES STAKING CHANGES: STORED POINTS STAKING RECORD: DATE STAKED: NOTES BY: S \A) CHECKED BY: 9b$LIb—�o5f7 4 IFS 10815 22.54 3' OS CE S�__ SE D� 10814 22.67 3' OS CE F5 PRC SE 12 `� - z2.s1Fs O 10813 22.79 3' OS CE FS SE 2'y -2 y Li FS 10812 - _ 22.91 3'CIS CEFS SE G 1.009 -0O5 FS 10811 23.03 3'OSCEFS SE FS 10810 23.15 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. TH1,5OFFICE 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. -3� OF NB RACTORD:B C�DATEOF QUINT CLIENT/COTWT5 PREPARED � 30-2020 42-829 COOK ST., SUITE 104 PALM DESERT, CA 92200 CHECKED BY: DATE: 760.341.3101 TEL 700.341.5990 FAX WWW.NV5.COM SCALE: 1 " = 20' CREW: /A) G SILVERROCK PARK VENUE SITE CONSTRUCTION STAKING GRADE SHEET IMPROVEMENTS: SIDEWALKS 12' WIDE B.M. DESC. & ELEV. (MBI) HORIZONTAL CONTROL: (MBI) LOCATION VICINITY: EAST SIDE OF VENUE SITE PLAN: (MBI) NORTH OFFSET & DESC.: Y OS CE (CONCRETE EDGE) HIGH SIDE OF WALKWAY STAKED ELEVATIONS TO: FS (FINISH SURFACE AT SIDEWALK) REFERENCES & REMARKS: SE = STAKE ELEV. PLAN NOTES/STAKING CHANGES: STORED POINTS: 905,4/0— 966V STAKING RECORD: DATE STAKED: 2—?,_ZU NOTES BY: 0 CHECKED BY: o y 10820 21.91 3S CE SE02 % �s :v f1 27 85FS j1 L! rFS 10819 22.03 3' OS CE FS � \��� \ SE Z Z 1 O FS 10818 22.16 3'OSCEFS SE 2 2 6S 10817 22.28 3' OS C� FS F$ 10821 SE 'Z 22.75 10' R '00 p 22.31FS C o FS 10816 •' 22.34FS 22.42 3' OS CE FS SE 3 3Z *** ATTENTION *** NOTE TO CONTRACTOR THE CONTRACTOR IS CAUTIONED TO OBSERVE THE FOLLOWING RULES IN USING THE GRADE STAKES REFERRED TO ON THIS SHEEP 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.