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<br /> CONSTRUCTION STAKING LIABILITY WAIVER RED INC ARCHITECTS
<br /> 1217 J STREET, MODESTO, CA 95354
<br /> 209.522.8900
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<br /> z_ 1. THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF
<br /> C) HAWKINS & ASSOCIATES ENGINEERING, INC. WILL PERFORM THE CONSTRUCTION STAKING FOR SEAL:
<br /> o THE COMPLETE PROJECT. IF, HOWEVER, ANOTHER ENGINEERING AND/OR SURVEYING FIRM
<br /> z SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING,
<br /> Q NOTICE IS HEREBY GIVEN THAT THE FIRM OF HA WINS & ASSOCIATES ENGINEERING, INC. WILL
<br /> J NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR
<br /> Q AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF HAWKINS AND
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<br /> ---------J r r I I - ASSOCIATES ENGINEERING. INC. HAD PERFORMED THE STAKING.
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<br /> MONUMENT PRESERVATION
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<br /> v ', I °I 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL SURVEY
<br /> MONUMENTATION AND REFERENCE POINTS WHICH MAY BE LOST OR DISTURBED AS A RESULT
<br /> lit ri k�i n u
<br /> OF THE WORK.
<br /> v 1 ,� a 11
<br /> Q / ,° / �� ;I 2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION OF
<br /> Q' MONUMENTATION WHICH MAY BE DISTURBED. HE SHALL BE RESPONSIBLE FOR THE
<br /> 17.16 o PRESERVATION OR REPLACEMENT OF ALL SUCH MONUMENTATION IN COMPLIANCE WITH 8771
<br /> u ,� 7 �` ° u OF THE BUSINESS AND PROFESSIONS CODE AND SECTIONS 7325, 1492.5 AND 1810.5 OF
<br /> �° L-17.14 THE CALIFORNIA STREETS AND HIGHWAY CODE.
<br /> ;; CONSULTANT:
<br /> / ,' ' Y `�
<br /> 9 ti �P >> J. THE CONTRACTOR SHALL EMPLOY A LICENSED SURVEYOR TO SET TIES TO ANY MONUMENT C/I
<br /> THAT MAY BE DISTURBED OR LOST DURING THE COURSE OF THE WORK. SUCH TIES SHALL
<br /> II ® � III II II
<br /> o / o� `'' 3 ct �P o BE SET IN LOCATION THAT WILL NOT OTHERWISE BE DISTURBED. � Q
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<br /> -1 o 4. THE CONTRACTOR SHALL BEAR ALL COSTS OF SURVEY, RE-SURVEY, REFERENCE TIES,
<br /> REPLACEMENT CORNERS, CORNER RECORDS, MAPPING, CHECKING AND RECORDING FEES R! N N
<br /> �Lc ZCLc cLticLc ZSLc ZSLt ticLVZcavticac�ZCLVZcaZ�tic ac�Zc a�s'Lc acs'Lc acs Lc a�sLc�csLc�ZCLc�Z�L���cL=_ _ _ _ _ _ _ =�ticL��ticae�Zcat�Zciz�Zc it�Zc a�s-Lc ac�Zc a�sLc� L��csL��ZCL��ticLc�ZSLc�ticLt 1.
<br /> w F il�%� „ WHICH MAY BE REQUIRED AS A RESULT OF LOSS OR DISTURBANCE OF MONUMENTATION Con
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<br /> T / `�O II ®` 0 FL=17.04 WHICH MAY OCCUR DURING THE COURSE OF THE WORK z a U
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<br /> CALL BEFORE YOU DIG
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<br /> Q° 5 r illi u o 1. BEFORE PLANTING TREES, TRENCHING, POST HOLING, BLASTING, GRADING, EXCAVATING,
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<br /> BORING, DRILLING, ETC. CALL UNDERGROUND SERVICE ALERT FOR UNDERGROUND
<br /> u / �PcicsLCLcsLcacsca [EMOTHOo ° CLEARANCE. THEY WILL LOCATE AND MARK UNDERGROUND FACILITIES, OR PROVIDE THE
<br /> �° Tc\ MIMNO
<br /> NECESSARY L OCA TION /NFORMA TION TO YOU.
<br /> L=16.92
<br /> 4<� ° �� 90 n ��
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<br /> g U v H SDI RIM=15.96
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<br /> II :17.21 u ��1 C8 8^ D(W)INV=13.87
<br /> c8 �� �o �, Preliminary Earthwork Calculations
<br /> u I EX n �o ' SOD/ R/M=17.00 H �r,Z�r,ZZr�ZZr�t1r�Z�1r�Z���Z1r�ZcaUZclVZr1UZZT�1r�VZ �c�ZZrZZrZZrt Z yrZ yrt-yrZ C$ _ _CZ Clct-- - _ _ - - -Z- ZZr�ZZr�tCar�ZCa�� �yT�Z F�Zca�- _ _ - - _��Zr�T�1�--_ __1r�P ZZ��Z �n �O TRU by Hilton - Lathrop, CA
<br /> �F „ FL:16.71 „ O'er 8'SO(S)INV=1295 C8 _ SDDI RIM=16.20 H P� �P� H SDDI RI�17.00 H SOD/ R1M=17.25 �I �, V
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<br /> FG.-17 36 72 SD W/NV=1 8 SD N,S INV=13.4 C8 X E { �^"17
<br /> >> O FG:76.54 P ( ) :16.64 Q C8 8 SD( V=14,26 FG. 16.95 C8 SD(W)lNV=14,60 FG:7 .50 P� ii '
<br /> u FL= T Q 0
<br /> �`� �° ��,5 CC.•1771 CC:7771 x II u
<br /> A TC:17� 0 Hardsca a Sections
<br /> ,� �1 C8 FS:76. - C:7 _ �_ 5-.0050 0034 CC:77.70 a ID
<br /> SFO „ E z o = _ = 0 0 1 Base Subbase Total
<br /> p CC. 1 ° CC:17.9 � � ❑ FF.-18.00� CC 17 92 E ,'��O E u
<br /> I x I 07 16.6 CC: CC. 7774 J o Section Area Slab Thickness Thickness Thickness Thickness Volume
<br /> TC:17.00 C :7 70 CC:17.96 C6 � C6
<br /> 1 ❑❑ Pavement 27,867 s.f. 2.5 in 4.0 in 6.5 in 559 c.y.
<br /> U o C8 FS:16.50 .045 •0� F SOCO RIM=17°78 � o�
<br /> B T :17 14 x 1 16.4 TC. 16.95 FF 18.00 FF. 78.00 m U C8 8'SO(N)INV=14.50 Q Heavy Pavement 3.0 in 4.0 in 7.0 in 0 C.Y.
<br /> FF 18.00
<br /> C8 .'16164 , C. 1/ 7 CC:17.96 cc 1796 SO WYE ° � ��- Concrete 10,477 s.f. 5.0 in 4.0 in 9.0 in 291 c.y. by HILTON'"
<br /> x TC: 09 0 7 SO WYE CC:7796 u
<br /> 76. 7 o 8"SD(N,S)lNV=14.16 o Heavy Concrete 0.0 in 0 C.Y.
<br /> 0 II x x FS 16.59 o S:1 .9 v 8'SD N,S/NV=13.77
<br /> TC.•17 S ( ) 17 o Building Pad 9,924 s.f. 6.0 in 12.0 in 18.0 in 551 c.y.
<br /> II .0 871 , 16.2 D=17
<br /> ii pL r CC:16.40 FS:77 FF 18.00 FF. 78.00
<br /> O SOD/ RIM=15.96 I C LIP:16.27
<br /> Cc:17 96 CC:77.96
<br /> xe � D � 12"SD(E,W)/NV=9.6 C8 ,0020 C8 16.10 :16. _'!' 177 \ 6 EX
<br /> Total 1,401 c.y.
<br /> C6 0 C6 �A o °� PS:16.91 u Q
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<br /> ' x x y PROPOSED BUIL41NG ��� TC 17.21 li
<br /> i, EX FS:77.16 FO 16.2 01�j FF. 18.00 FF 98.0 x x 018 FL:16.71 Adjusted Cut/Fill 0
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<br /> TC 16.99 CC 17.96
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<br /> FS:16.37 � FF. 18.00 ��� o II Q
<br /> 285 "'0 16 4 N 07 1 FF. 18.00 CC. 17.7 ' Area Cut Fill Sections Adjusted Fill Net
<br /> A TC: 7.77 CC:17 96 1 U
<br /> O I o`5 o o C8 FS: 727 FF:18.00 CC:77.96 FF:18.00 � o �L=16.92 a 56,861 s.f. 283 c.y. 1,930 c.y. 1,401 c.y. 529 c.y. 246 c.y. Fill
<br /> TC:17 z TC:77 68 CC:17.96 CC. 17.86 CC:17.96 FF. 18.00 CC:1�.96 CC. 1�.96 o ili o
<br /> CC:17 96
<br /> �1 W FS:16.99 TC 77. 16.6 TC. 17.33 FS:1 .18 o FF. 78.00 �o
<br /> I D D FS:16.72 TC:17.33 Cc:18.00 Cc:77 96 CC:17 3 ��- W
<br /> 7722 C8 FS. 76.83 TC:18.23
<br /> - -FS_16.8 ° =CC1 CC:7 86 it
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<br /> C8 FS. 72 FS:17.73
<br /> - 1749 - - - cn
<br /> TC:17.17 p - - - TC:17.80 TC 17.83 y L=16.94
<br /> FS:17 83 0 0 0 0067 0 0
<br /> �1 II T 7. 0 I 16.99 FS. 16.67 CS FS:1767 FS: o o EX
<br /> O' EX 6. 0 FS.-16.86 W o
<br /> FS: 7 I TC 1717 ° TC:7728 0 7 0 0 0 0080;0000000000 000°0:0 0000000 0
<br /> TC. 77 12
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<br /> o I TC. 17
<br /> FS:16.67 FS:16.78 FS:171 h oe FS:77 82 m TC 17.82T S:17 82 F 17 83 FS 17.27 °-O o
<br /> T 17.42 o :17.14 B o 0
<br /> TC 17.24 17 32 / °i
<br /> FS.•16.92 01 000C:78.17 TC:78.014�� o f p ' � :16.64 C$ II II
<br /> FS:17 77.6
<br /> 10 N , 6 N_,:7712 A TC:172 �6 C8 \ v % W o o •
<br /> v , C. 17 75 & o p i 1. �9 FX
<br /> � I FS:16.41 FS. 16.6 C$ - - - C8 - - 77 - - - - - - - - - - - - - - - V F
<br /> 5 8 FS.•16.76 4 �_ _ _ _ _ _ = o
<br /> T 7 27 �41 II II
<br /> o G i I ® x TC:7 �6 0� 17 41 A 772 ® ��..17.50 L ' D u
<br /> z , 16. �I S:16.55 FS 1755 �� TC:17.46 '
<br /> C n C6 78 1 S:76.91 C$ 1 I C8 O
<br /> o o FS:17.12 77 O L FS:16. 6
<br /> ly TC. 17 A h l O
<br /> Q 0 ' SDMH RIM=16.05 G A 702 ° x C8 h4 I�
<br /> TC.-76.77 A = 6.09 G TC 77. 16.8 A rc: Q , N\
<br /> 16.2 �WS)INVI C8 Cg FS:1 0 02 5
<br /> D , FS:76.27 C8 12 SO(NW,E,S)INV=9.4 C8 FL:16.62 i 766 o SDMH Rl =16.62' 8 1� 0 o C8 F . 76.83 TCI .10 F .8 F rTl
<br /> C: 46 LF 12"SD 174 LF 72"SD i C6 W o
<br /> a II CS ' FS: 6.72 , 0 12°SD 12 �
<br /> �F 1ST S=. 0 50 FS:16.57 C8 16,4 16.6 8 FS.-16.5 3 �',
<br /> o Ogdl EX 16.C o
<br /> 1 11 I FS:76.82 0
<br /> o o TC:16.69 0 6 3 ° ° o
<br /> o Q U 11 SDDI RIM=1 . I 16 2 Q U II 76 4 FL:76.79 _186
<br /> o FO B TC:1 TC:16.77 B TC:16.57 B o SDD/ RIM=15.6 I �C8
<br /> TC:76.67 `� 12'SO(E)INV=9.5 C8 B TC 1 . TC 16.97z uC8 FL:7 03 �$ FL:15.67 C$ �S FL:75.79 C8 070 9 C8 FL:16.00 0020 12 =10.4 C8 17 - x 6 x - .84 0
<br /> TC:16.82 Q 0 99 0 4o TC:16.58 �l �� �D
<br /> EX o '�`O `O FL:16.08
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<br /> FL:16.32 x
<br /> EX 78 0 �. FG:76.46 EX FG:16.52 ?� G:16.35 EX n) , G 16. 1 „ �° 1 :,., EX FG:76.74 J'� °I
<br /> u FjS. 1 .78 ai o �x p; �. .� Y' x Q xP =16.80 ° u
<br /> O 1 777`477" ,) ='- Yr\ EX LL-
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<br /> o � '` FS.•16.44 EX o
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<br /> SDMH RIM=16,86 0 ? S TC:16.-86 6.�0 L - ' .. i I -
<br /> 18''S56(SE)lNV=9.00 0' 1 1LIxF.° _ � S; �� 'r EX :16.30 _ - - ',�S N o
<br /> I � II ,_ „�• i, ,, x r i FL:�9� o`li
<br /> EX 18'SD(N)lNV=9.0� ii p� i� co ii i �0 0 xx i (D �i Oi z ' ) C i I
<br /> moo' O a �G <!U x O Q U O „ ) EXXWHT SOLID=16.61
<br /> . 76.35
<br /> .� ° F 16.2�� r � I � II Q: \� 11 16.68 B II �
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<br /> o u o1 J� �). _ �- L=1�LT86.18 C8 0 0
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<br /> REVISIONS:
<br /> I > II II II �_____-� II 1
<br /> PLANNING 10/05/2018
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<br /> II I III I ° II
<br /> I III I 11 11
<br /> I I II I II II � II II II II I II Illi I II � HILTON 10/18/2018
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<br /> 0 RED PROJECT # 18050
<br /> (�� �J illi HILTON # 18-428ND
<br /> 1 ,6 7 11 �LNN II III
<br /> 6 6� PLANNING # SPR-18-102
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<br /> PERMIT # -
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<br /> APN # 196-270-23
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<br /> 0 1oz _ illi o DATE: 01.07.19
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<br /> r --------------------------- . . . . -._ -_ _ - _ - --- - -- - - - ti I I I °I SHEET TITLE:
<br /> PRELIMINARY
<br /> o GRADING EXHIBIT
<br /> 0 2
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<br /> C5, 20 O /0 20 40
<br /> SHEET NO.:
<br /> _CD SCALE . 1=20'
<br /> C5
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