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W� <br /> 40' 0' 20' 40' 80' 160' Z <br /> N <br /> 1"=40' r--� <br /> 1" 0" 1/2" 1" 2" 4" � z, <br /> l O <br /> LEGEND: <br /> (P) RV HOOKUP PER DETAIL 1, <br /> SHEET C2.1,TYP �•L•� SN <br /> QN <br /> - - PROPERTY LINE • LOT LINE MARKER �Z <br /> RV SPACES a TRAFFIC FLOW DIRECTION <br /> LEVEE TOE 10' SETBACK LINE (3E] SITE LIGHT, SINGLE lop� �� o <br /> E ELECTRICAL o RV UTILITY HOOKUP <br /> y <br /> SD STORM, 2% MIN SLOPE STUB <br /> SS SEWER, 2% MIN SLOPE SS SANITARY SEWER MANHOLE �" �`'� 4�o�o <br /> W WATER BACKFLOW PREVENTER P►� , W W W <br /> ►- GATE VALVE <br /> ® PICNIC TABLE <br /> 0 N37°28'00"W 2 <br /> 20.00' 'L <br /> O ems° <br /> (E)RIPRAP/ o W W W W W 0 0 moo moo S ASS\ONAL FNG <br /> SLOPE STABILIZATION3 0 00, K B[� tiF <br /> 'l` <br /> / W W <br /> s 500.9 \ No. 71646 <br /> , 3 <br /> 5 43 (E)DOCK P C I V I L <br /> . . . �✓ . 500. E)ui ir \ <br /> \ •Y W W � y W 6 <br /> E)"NO PARKING 499r4u W� W W JG EG 0 \ 0 <br /> ANYTIME"SI ,y W � 50 . 7 01. -9 <br /> W J Y <br /> v 0 �yT W W 98.! 7 <br /> KEYNOTES: G <br /> r����� in��cir_nl �• W W y `--� 4990 500.0 $ 501 <br /> o 5i n <br /> W r <br /> 1. EXISTING WELL. CONTRACTOR TO VERIFY LOCATION. CONTRACTOR TO TIE INTO 29 90' <br /> EXISTING WELL PUMP. 499. � _j \ <br /> Q 26 9 <br /> � 0 � \ <br /> 2. WELL 150' BUFFER. N .0 3 <br /> 3. 12' SITE LIGHT, SEE ELECTRICAL PLANS FOR ADDITIONAL DETAILS. ° 27/ 1g 00 1� 10 <br /> O / ' (E)"NO PARKING � `--� <br /> ANYTIME"SIGN (E) UL 0 \ <br /> GENERAL NOTES: OP <br /> � (P) ELECTRICALPOINTOF �9 28 9.87 .49 �� \ <br /> / CONNECTION 0 2 L <br /> 1. ALL UTILITIES SHALL BE CONSTRUCTED PER SAN JOAQUIN COUNTY STANDARDS AND 41129 r 1 \ 12 1 \ <br /> SHALL BE DONE IN COORDINATION WITH ALL REGULATIONS OF THE FOLLOWING: ' <br /> (E)WELL, <br /> a. PG&E (ELECTRICITY) / APPRX LOCATION \ <br /> _ 13 (E)DEGRADED <br /> b. SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH (SEWER AND WATER) s, 30 9 CONCRETE PADS, <br /> C. CALIFORNIA BUILDING STANDARDS CODE (LATEST ED.) SOoo / 4 s 9.4 ; 00.93 O TYP <br /> d. CALIFORNIA PLUMBING CODE (LATEST ED.) s�2 L_ 14 \ <br /> e. CALIFORNIA ELECTRICAL CODE (LATEST ED.) / <br /> 2. PRIOR TO ANY DIGGING, CONTRACTORS ARE TO CALL UNDERGROUND SERVICE ALERT s'' 31 3 \ <br /> OF NORTHERN CALIFORNIA (1-800-642-2444) EXCAVATORS MUST NOTIFY ALL PERTINENT s'o \ 15 <br /> COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT sob 5 7 501. Q� <br /> LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO G� o It <br /> COMMENCING EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. S s 16 <br /> 3. THE LOCATION OF (E) UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR / t v 500 U ° <br /> �E' S NiN <br /> INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. �� L <br /> sow 1.3 s °� (P)JOINT TRENCH PER DETAIL 4, <br /> CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE AND MATERIAL TYPES OF ALL / -9O 0E <br /> 17 �69, °�' SHEET C2.1 <br /> UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL <br /> BRING ANY DISCREPANCIES TO THE ATTENTION OF RIDGELINE ENGINEERING / o0 00 1$ 0 Q z Z o 0 <br /> (ENGINEERS) 72 HOURS PRIOR TO STARTING CONSTRUCTION TO PREVENT GREAT _ i �o� oo. 00 01.5. 50 ILw J w co <br /> ALIGNMENT CONFLICTS. - - - <br /> 4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTED TO o�l`cGF 0 00 / 19 \ O Lj U <br /> SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH. ° �� \ � Lu � <br /> >" � <br /> 501.43 � <br /> 5. CONTRACTOR SHALL ADJUST ALL (E) OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, w �_ 00 <br /> RES <br /> TELEPHONE, ELECTRIC, ETC.) TO CLEAR ANY (E) OR NEW GRAVITY DRAIN UTILITIES IF o° WA (ROOM(6 s 3\ 2oG p j _ <br /> CONFLICT EXISTS OR OCCURS. �o S ` , `�\ y ~ ~ <br /> 6. ALL PRIVATE WATER AND PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH S > \ \ o S �\ 5 21 O CO o J <br /> oo <br /> THRUST BLOCKING OR OTHER APPROVED METHODS. \� o' °�\ 501.37 \ <br /> 7. WHERE CONNECTING TO AN (E) PIPE, THE CONTRACTOR SHALL EXPOSE THE END OF THE y \� <br /> (E) PIPE AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION yl/ 501.5 01.46 \ <br /> BEFORE LAYING ANY NEW PIPE ON THAT SYSTEM. (E) DRAIN FIELD,�\ 22 \ <br /> APPRX LOCATION `rS / \ �,o 01_ \ <br /> 8. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH AN 18 INCH MINIMUM \ <br /> CLEARANCE BETWEEN THE OUTSIDE DIAMETERS OF THE PIPES WITH ALL PIPE JOINTS (E)SEPTIC TANKS, O \���� 1. 23 <br /> EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND APPRX LOCATION 3 <br /> SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10 FEET. soo <br /> 9. ALL WATER SYSTEM IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE THE o 0 o 0 (E)SEPTIC ACH FIELD.° OTECT (E)I \ \ " 501.08 Q�G <br /> (E)AERATOR, 7 24 \ 492.18 <br /> AMERICAN PUBLIC WORKS ASSOCIATIONS STANDARD SPECIFICATIONS FOR PUBLIC o° PLACE.CONTRACTOR E ELL 27 <br /> `L ` ( � DONED I <br /> WORKS CONSTRUCTION (LATEST EDITION). APPRX LOCATION 0 EVALUATE FOR RE-USE <br /> 10. WATER MAINS AND SERVICE LINES SHALL BE DISINFECTED AND PRESSURE TESTED FOR SEPTI kNK \ 25 46 zz <br /> A MINIMUM OF ONE HOUR AND PER AWWA STANDARDS PRIOR TO ACCEPTANCE. THE (E)SEPTIC EVAPO POND, o I \ ` 500.79 1 0 <br /> LINES SHALL BE FLUSHED UNTIL AN ACCEPTABLE BACTERIOLOGICAL TEST IS ACHIEVED APPRX LOCATION o \ 1 p 3 .13� <br /> BY A LICENSED LABORATORY PER AWWA C 601. THE I - ° \ 0 I 9, Z w <br /> 11. CONTRACTOR SHALL FURNISH A REPORT DETAILING TEST LOCATIONS, LINE SECTIONS - 497.62 <br /> TESTED, AND READINGS. <br /> S880 21' „E ---5oc�-� �.�.6 .3 - - - 0 0 <br /> Imo 5; a <br /> 500.68 <br /> \ (E) T LAUNCH Q 0 <br /> \ � a <br /> 500.81 <br /> \ / 501.69 O } <br /> z m <br /> 501.14 PROJECT NO.: 22E-022 <br /> DRAWN BY: MA <br /> CHECKED BY: JB/RW N <br /> DATE: 7/23/2026 N <br /> 2 � <br /> PO <br /> SHEET NO.: <br /> 0 <br /> SHEET: 5 OF 7 <br /> 0 <br /> J <br /> 22E022_C2.0-Utilities.dwg ARCH D 24X36 <br />