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PARK CEMETERY VIEW SEE 3-8" OAK 14" OAK 24" OAK SHEET a� 29 \ c/ \ 2�> 31 y�C 18" WALNUT 18" WALNUT 30" TREE � \ A�1 \ � y��A \ '/)4/, 26.80 zs.so S INV. LEGEND: A �o y 9 EXISTING GRADE TREE SPECIE 18" WALNUT CATCH BASIN w/TRUNK SIZE \ �AAyyy��ANyy� \ Poy� A \ S � �STORM DRAIN LINE w/PIPE DIAMETERAND SLOPE EXISTING CONTOUR L3 __/ PROPOSED CONTOUR w/ELEVATION *PA \ 29 PROPOSED 'TEE' w/ FINISH ELEV. r1 rewrn OVERHEAD POWER LINE UTILITY POLE EXISTING BUILDING ® PROPOSED BUILDING NO, DESCRIPTION COUNTY APPROVAL APPROVED BY: DATE PLOT DATE: 12/07/94 PLOT 71ME: 16:36 FILE: 93002\GR—S CHECKED: ❑ Roger D. Rumph SCALE HORIZONTAL: 1"= 100' SURVEY PLANS: 6/88, 11/93 F.B.: 1361/1385 PROFILE: F.B.: _ BRASS CAP 1640' WEST OF SOUTH 99 FRONTAGE ROAD, SOUTH SIDE OF FRENCH CAMP ROAD, MARKED QR —30.7, U.S.G.S. DATUM 31 N 2> 29 26.31 n�1 28.118' \ � V / 4—A 40 M � ?j qN �/cN Wq� gRrq�� 18' WIDE FIRE EMERGENCY ,ACCESS ROAD tz- 31 `?O N / INV. / NV. 1/ 31 bq �. 26 31 e• 50' PROPOSED FRONTAGE ROAD DEDICATION 10" OAK / I TURNER STATION A \ \ \ Mo y�i.ANyy� \ \ 100' Pq 0 ti H 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. S. EXCAVATION OF 5' OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY. BEFORE BEGINNING EXCAVATION FOR A TRENCH FIVE (5) FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL SUBMIT TO AND SHALL RECEIVE THE ACCEPTANCE (APPROVAL) OF THE ENGINEER OF A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM HAZARD OF CAVING GROUND. SUCH PLAN SHALL BE SUBMITTED AT LEAST FIVE (5) DAYS BEFORE THE CONTRACTOR INTENDS TO BEGIN WORK ON THE TRENCH. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER. 9. ALL GRADING SHALL BE CONDUCTED PER SOILS REPORT PREPARED BY QUALITY CONTROL INSPECTION, INC. OF MODESTO, DATED 04-14-1994, EXAMINATION NO.: G94-846. 10. WATER STORAGE BASINS SHALL HAVE MAXIMUM SIDE SLOPES OF 3:1. 11. CONTRACTOR SHALL NOTIFY ENGINEER AS SOON AS POSSIBLE IF CONDITIONS ON THE GROUND DIFFER FROM THOSE SHOWN ON THE PLANS. 12. 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. 13. CONTRACTOR SHALL HAVE A WATER TRUCK ON—SITE DURING ALL GRADING OPERATIONS. 14. STORM DRAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS. STORM DRAIN PIPE MAY BE ANY TYPE APPROVED FOR USE BY THE COUNTY OF SAN JOAQUIN. 15. ORANGE CONSTRUCTION FENCES SHALL BE ERECTED AROUND THE PERIMETER OF ALL OAK TREE PROTECTIVE ZONES. THE PROTECTIVE ZONE SHALL EXTEND SIX (6) FEET BEYOND THE DRIP LINE OF THE OAK TREE. THE DRIP LINE SHALL BE A CIRCLE WHOSE RADIUS IS EQUAL TO THE DISTANCE FROM THE CENTER OF THE TRUNK TO THE GROUND PROJECTION OF THE TIP OF THE LONGEST BRANCH OF THE OAK TREE. 16. 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. 17. THE ONE HUNDRED (100) FOOT BUFFER LINE AS SHOWN ON THESE PLANS, MARKING THE RIPARIAN BUFFER ZONE, IS MEASURED FROM THE MEAN HIGH WATER LEVEL OF THE NATURAL BANK, AND SHALL BE CLEARLY STAKED AND FLAGGED. 18. ALL GRADING SHALL REMAIN OUTSIDE THE RIPARIAN BUFFER ZONE. 19. NO GRADED SOILS, OR OTHER SOILS, SHALL BE STOCKPILED OR PUSHED INTO THE RIPARIAN BUFFER ZONE. 20. NO EQUIPMENT OR MATERIALS SHALL BE PARKED OR STORED WITHIN THE RIPARIAN BUFFER ZONE. 21. PRIOR TO GRADING EQUIPMENT ENTERING THE SITE, ALL CONSTRUC— TION PERSONNEL SHALL BE MADE AWARE OF THE RIPARIAN BUFFER ZONE AND SHALL AGREE TO ABIDE BY THE CONDITIONS SET FORTH IN NUMBERS 17 THROUGH 20 ABOVE. 22. NO CONSTRUCTION ACTIVITY INSIDE THE RIPARIAN BUFFER ZONE SHALL COMMENCE UNTIL ALL APPLICABLE PERMITS (AS NECESSARY) ARE OBTAINED FROM CALIFORNIA DEPARTMENT OF FISH AND GAME AND THE U.S. ARMY CORPS OF ENGINEERS AND UNTIL AN APPROPRIATE RIPARIAN MITIGATION PLAN IS PREPARED AND APPROVED BY SAN JOAQUIN COUNTY. SHEET 4 - OF —; �— ASSOCIATES, INC. P.O.Box em San Andreas, Ca. 96249 Ph. (209) 754-3588 FRENCH CAMP GOLF & R. V. PARK GRADING PLAN 9 HOLE GOLF COURSE el A \� DATE: RCE NO: 12741 !� r EXP. DATE: 3/31/94 DESIGN ENGIN ER