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i 17.0± PUMP STATION 18' WIDE SERVICE ROAD EXIST. OAK TREE0' (TYP,) R=984.82' L=247.99' ....................*00 00 L��p1.79 I I I I I I L\9561' I I a 1� R�LyOpp \ II 2doc II 48 i 49 II 50 151 i 52 53 54 , S45 L „i--MAIN SAN. SEWER PUMP STATII / No R=2.5 \ \ ��—_T----T----T----/------ r—_--_ / 56 (557 6rO5 ,\ I I 4 1 42 2 43/, �i I 1811 / 112 / 113 / 114 / 115 / 116 //O / �ry'b\ 39 I 40 I � /moi �/ I / 111 / / // // / 117 // � tta 110 /5oa / / / �0 _ Z — .—R�i Rei ` / / 108 I I / gay ti r @ ?�` \\ % 1Os T Go4 R�1' ! ---�-- �--- \ >. 1 / / / 103 I �II 1 �\� / \\ 162 \< /167 170 \ 102 \\ II ry�� 161 \\ 1 163 1 / 166 / 166 O O / 172 \\ \ • _ — — —\\ \ 61 �iS 159 O 1 O v 1 / / / 1 ---L—_—/ —__/ / / O0- _ \ 62 cP 26 7'� �r \ \\ 195 192 II 193 11 175 99 yo 15 �O \ \ I ry0. w O �\\ 27 --- --- I 1st \ 26 65 tie 32 I o 2220 sm .00 o _ .ooso 0 23.00 O I I O I I eo �_ o. INV. I I I 190 Il 49 INV. ti ti tel.• i O�\\ \��y 30.8 S.G. �—>—r/, 31 I I O 153 1 26— I I II I 1 las 1 IU' 27 4 x 75' LAUN Y & B ROOMS UILDING '01 I 96 1 1 \ \\ 50' x 75' SHELTE 0 30 1 1 152 11 \ 188 f p41 s88 ki 28 \ So. 10 \ 5 \ \ \ O \ \ 50' x 75' CLUB -150 HOUSE MEETING ROOMti" 180 1 / \ \ \ 129 I I T_7 1 rrT� 149 yo��l I i 1 1 1 1 1 1 I I I I I I I I i l l l l l 2960 130 O \ -IS _ \\ \V CARETAKERS/MANAGERS HOME (EXIST. MOBILE HOME) 148 / T--T----r----I----T----r—i-—r / 147 2s 91 / 146 I I 144 I 143 I 142 1 141 140 I 139 I I 137 1 I 136 1 136 134 I 133 I 132 1 131 \ Sc \ \ \ 72 \ �D C`' __71\ \ NO.1 DESCRIPTION O S W o_ //� \\ \\ / �ti9' i 88 1 87 I 86 I 85 84 I 83 82 81 I I 79 I 78 I 77 I 76 I 75 I 74 I `�°' 73 \ 29 A \\ O \\ / R=15 / 22 / T-- ---- r----�--- 1----r----�---� r---- --- ----r—I----7--------I----�--- c \\ \ / I I I I I I I I I I I I I I 200 / 21 I 1 1 I 1 I I I I 1 I 1 1 I \ O 00•/ 20 1 19 0 1 ,8 I 17 I 1s T1s I 14 I 13 I 12 I 11 1 10 1 O I Oa 1 O 1 Os I O \\ 9 I I 5� 1 I I I I l eoo I I I I I I I O \2s0 TRAILER SEWAGE . s43, I / I I I I I tip' I I I I I I I V� DISPOSAL STATION APPROVED BY. I DATE 1 PLOT DATE: 01/09/95 PLOT TIME: 11:37 FILE: 93002\RVGR CHECKED: ❑ Roger D. Rumph SCALE HORIZONTAL: 1” = 40' SURVEY PLANS: _ F.B.: PROFILE: F.B.: T.B.M. DESCRIPTION: BRASS CAP 1640' WEST OF SOUTH 99 FRONTAGE ROAD, SOUTH SIDE OF FRENCH CAMP ROAD, MARKED QR —30.7, U.S.G.S. DATUM 597.03' ELEVATION: 28.118' SHEET OF GRADING NOTES: 1. ALL WORK SHOWN HEREON SHALL BE IN ACCORDANCE WITH THE IMPROVEMENT STANDARDS OF SAN JOAQUIN COUNTY. 2. CONTRACTOR SHALL BE IN RECEIPT OF APPROVED PLANS AND SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING ENCROACHMENT PERMITS. 3. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES IN THE AREA OF CONSTRUCTION. FORTY—EIGHT (48) HOURS PRIOR TO ANY EXCAVATION CONTRACTOR SHALL CALL U.S.A. (800) 642-2444. 4. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AND/OR THE BUILDING DEPARTMENT FORTY—EIGHT (48) HOURS IN ADVANCE OF COMMENCING CONSTRUCTION WORK. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON— SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER AND/OR ENGINEER. 6. CONTRACTOR SHALL BE REPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS FROM DAMAGE. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. 8. ALL GRADING SHALL BE CONDUCTED PER SOILS REPORT PREPARED BY QUALITY CONTROL INSPECTION, INC. OF MODESTO, DATED 04-14-1994, EXAMINATION NO.: G94-846. 9. CONTRACTOR SHALL NOTIFY ENGINEER AS SOON AS POSSIBLE IF CONDITIONS ON THE GROUND DIFFER FROM THOSE SHOWN ON THE PLANS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND REPAIRING ANY EROSION THAT MAY OCCUR AS A RESULT OF CONSTRUCTION AND SHALL BE REPONSIBLE FOR ALL DUST CONTROL DURING CONSTRUCTION. 11. CONTRACTOR SHALL HAVE A WATER TRUCK ON—SITE DURING ALL GRADING OPERATIONS. 12. STORM DRAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS. STORM DRAIN PIPE MAY BE ANY Q, TYPE APPROVED FOR USE BY THE COUNTY OF SAN JOAQUIN. 13. WHERE FILL IS PLACED AROUND THE PERIMETER OF AN OAK TREE PROTECTIVE ZONE, A SHALLOW FURROW (LESS THAN SIX (6) INCHES DEEP) SHALL BE MAINTAINED AROUND THE PROTECTIVE ZONE. THE FURROW SHALL DIVERT THE RUNOFF TO A DRAIN. THE FURROW AND THE DRAIN SHALL BE SUFFICIENT TO PREVENT FLOODING OF THE CROWN IN THE EVENT OF A TEN—YEAR STORM. 1 LA 00 I� 12 LEGEND: 26 EXISTING CONTOUR w/ELEVATION 28 PROPOSED CONTOUR w/ELEVATION — —R— • — RIDGE LINE FLOW DIRECTION —..�..—.._..� SWALE SG SUB GRADE FF FINISH FLOOR ❑ DRAIN INLET <�D STORM DRAIN LINE, SIZE & DIRECTION OF FLOW ASSOCIATES, INC. P.O.Bos ase San Andreas, Ca. 95249 Ph. (209) 754-3588 FRENCH CAMP GOLF & R. V. PARK GRADING & DRAINAGE PLAN DATE: J LLL / RCE NO: 127/41/A/ / EXP. DATE: 3/31/94 DESIGN ENGINEE