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HomeMy WebLinkAbout4883-27O ORGANIC TWINE BY NURSERY �{ TO REMAIN. PREVAILING FROND NODE BASE/PINEAPPLE � d aWIND d +�� d 'd � too � v� d atoo d d W/OBLONG CONFIGURATION. d d d 3O PALM TRUNK TO BE STRAIGHT AND 1 1 4 INSTALLED VERTICAL(PLUMB). Com, ", ^c1►$ ij- �� o► w 4 2 ® WASHED PLASTER SAND BACKFILL @ FINISH GRADE w` 5 2 CROWNSHAFT to2 PLAN @O ROOTBALL u w `�''' 3 TREE 3 2 © FINISHED GRADE `'12(f 6 3 co 10 ti J _ - - - - - 4 r O FERTILIZER TABLETS PER _ _ _ PLANTING NOTES. -: tm - I . • • • =I I = - = PLAN II=III _ = 3 ®PLANT PIT BACKFILL 100% �"' a _ - 5 w _ WASHED PLASTER SAND. w -III=I =III III III :::::... = O ROOTBALL DRAINLINE AND - I - ������.•... 5 z = AERATION RISER-... 7 a -I III ::::::: 04I- I- _ �I�,;,III � - 7 0 ��� III I'...........•... I $ � _ s 10 THREADED PVC CAP (BLACK) - X =1 I I III - - I r I - 0 = 11 4"0 SOLID SDR-35 PVC PIPE SECTION I I 8 N -III I I 11= 9 SECTION o f ( I I m = .2 x j�ll H I II III II III IIIII�- F_-I =_11- __ 4 12 HORIZONTAL 4"0 PERF. SDR-35 PVC PIPE 9 I � (- S I I C� u. �I I I I 11 I I - 7 - 11 12 �0) av ��� 5 SLOPE TO SUMP DRAIN @ 2% MIN. EXTENDED TO LENGTH OF PIT LEGEND LEGEND 2 X WIDTH Q ��11 I I 11 Ill 9 2�X 12" TYP. - 12 VERTICAL 4"PERF. SDR-35 PVC PIPE 1. 1,5 OR 15 GAL SHRUB 1. BOX TREE SECTION LEGEND WIDT $ 10 _ �1S WRAPPED W/ FILTER FABRIC & BACK FILL W/ g 12" DRAIN GRAVEL 2. WATER BASIN 3" MIN. DEPTH 6. FINISH GRADE 12. VERTICAL DRAIN HOLE (6" DIA. 3. FINISH GRADE 2. REINFORCED RUBBER HOSE TIE WITH X 3' DEPTH) USE CORR SCREW 1. V.I.T. RUBBER CINCH TIES (SEE SPECS) 7. ROOT BALL. 11 I- 7 9 GAUGE WIRE (SEE SPECS.) 7. GUY ANCHOR (SEE SPECS.) AUGER TO EXCAVATE DRAIN 8. EXISTING SOIL. NOTE: 4. SOIL BACKFILL PER SOILS REPORT HOLES AND FILL W/ PREPARED 2. 211 DIAX101 LODGE POLE PINE STAKE. =I I • - 8 5. 21 GRAM PLANT TABLET - SEE SPECIFICATIONS 3. WATER BASIN 3" MIN. DEPTH AFTER 8. 21 GRAM PLANT TABLET. (SEE BACKFILL MIX (2) TOTAL. KEEP CLEAR OF ROOT BALL. 9. VERTICAL DRAIN HOLE (6 DIA. = ALL BACKFILL TO BE WATER INITIAL WATERING BY HOSE. SPECIFICATIONS) X 3' DEPTH) USE CORK SCREW 12" JETTED DURING PLANTING 6. EXISTING SOIL 3. ROOT CROWN AT ORIGINAL LINE AUGER TO EXCAVATE DRAIN III I - _ -� - FOR MAXIMUM STABILITY. 4. GUY AS REQUIRED TO SUPPORT TREE 9. EXISTING SOIL OF SLOPE. HOLES AND FILL W/ PREPARED IL6N I�I,�II�I,;,II�- 7. ROOT BALL BASIN 3" MIN. DEPTH. 8. COMPACTED SOIL BACKFILL MIX. (PER SOILS REPORT) BYNCITY ADDITIONAL GUYS AS DIRECTED 10. SOIL BACKFILL MIX 4. INITIAL WATERING BY HOSE. AFTER BACKFILL MIX 9 �� PER SOILS REPORT 10. 2 DEPTH AT MULCH, 9. VERTICAL MULCH DRAIN HOLE (1-0. X 1' DEPTH) CLEARANCE AT ROOT CROWN. 1 FT 12 FILLED W/ COMPACTED SOIL BACKFILL MIX. 5. 1/2 PVC SLEEVE (SEE SPECS.) 5. BERM FILL 13 11. ROOT BALL 6. PLANT TABLETS. (SEE SPECS.) 11. SOIL BACKFILL MIX PER SOILS REPORT PALM TREE DETAIL NTs SHRUB DETAIL NTS NT NTS TREE PLANTING GUYING DETAIL s TREE PLANTING STAKING DETAIL LEGEND 7. 3/8" TO 3/4" WASHED GRAVEL, 1. THREADED PVC CAP (TAN COLOR) RECLAIMED IRRIGATION N CRUSHED GRAVEL IS UNACCEPTABLE 2. 4"0 SOLID SDR-35 PVC PIPE 8. HORIZONTAL 4"0 PERF. SDR-35 PVC PIPE CONTACT: CUCAMONGA VALLEY WATER DISTRICT 3. COMPACTED SOIL BACKFILL MIX SLOPE TO SUMP DRAIN @ 2% MIN. 10440 ASHFORD STREET, RANCHO CUCAMONGA ,CA (909)-384.-5391 APPEAL FINAL CROSS-CONNECTION TEST AMENDED BACKFILL EXTENDED TO LENGTH OF PIT IF THE USER FEELS THAT HE HAS JUST CAUSE, HE MAY APPEAL THE DETERMINATION OF THE CUCAMONGA VALLEY WATER DISTRICT TO 4. 100 % WASHED CONCRETE SAND BACKFILL 9. VERTICAL 4"0 PERF. SDR-35 PVC PIPE THE WATER UTILITY'S GOVERNING BOARD. THIS APPEAL MUST BE PRESENTED IN Wi TING TO THE CHIEF EXECUTIVE OFFICER ON DUAL PLUMBED SYSTEM WHERE BOTH RECYCLED AND POTABLE WATER ARE PRESENT, BEFORE CONNECTING 5. FILTER FABRIC WRAPPED W/FILTER FABRIC & BACK FILL W/ FOR PRESENTATION TO THE WATER UTILITY'S GOVERNING BOARD AT ITS REGULAR MEETING. THE USER'S RECYCLED WATER SYSTEM TO THE WATER UTILITY'S RECYCLED WATER SYSTEM, A SEPARATION TEST 1' DRAIN GRAVEL A GUIDE TO SAFE RECYCLED WASTEWATER USE, PIPELINE CONSTRUCTION AND INSTALLATION THE APPEAL SHALL STATE THE CONDITIONS THAT THE WATER UTILITY HAS DETERMINED TO BE IN VIOLATION AND SHALL BE PERFORMED. THIS TEST IS TO ENSURE THE ABSOLUTE SEPARATION OF THE RECYCLED AND POTABLE WATER SYSTEMS. 6. 1"WATER BASIN (TYP.) THE USERS OPINION TO THE CONTRARY. THE ACTION OF THE INLAND EMPIRE UTILI THE SEPARATION TEST SHALL BE DONE UNDER THE SUPERVISION OF THE INLAND EMPIRE UTILITIES AGENCY, IN THE S GOVERNING BOARD SHALL BE FINAL. PRESENCE OF THE USER'S SUPERVISOR, WATER UTILITY, AND ANY OTHER REQUIRED REGULATORY AGENCY. PERIODIC INTRODUCTION: AS A RESULT OF INCREASING AVAILABILITY OF RECYCLED WASTEWATER AND THE CONSEQUENT NEED OR DESIRE FOR TESTING MUST BE PERFORMED AFTER THAT SEE PERIODIC CROSS-CONNECTION TESTING PROGRAM. THE RECYCLED WATER THE TRANSMISSION AND USE THEREOF, THIS DEPARTMENT HAS FOUND IT NECESSARY TO DEVELOP THE FOLLOWING GUIDELINES FOR RECYCLED DESIGN APPROVAL UTILITY SHALL COORDINATE THE SCHEDULING OF THE TEST. A WRITTEN REPORT DOCUMENTING THE TEST RESULTS SHALL WASTEWATER PIPELINE CONSTRUCTION, INSTALLATION AND SAFE RECYCLED WASTEWATER USE FOR THE PROTECTION OF DOMESTIC WATER BE SUBMITTED TO THE CUCAMONGA VALLEY WATER DISTRICT, THE STATE DEPARTMENT OF HEALTH SERVICES, DRINKING WATER 2X ROOTBALL SUPPLIES AND PUBLIC HEALTH. BEFORE THE CONSTRUCTION OF ANY NEW OR MAJOR MODIFICATIONS OF AN EXISTIG RECYCLED FIELD OPERATIONS BRANCH, SAN BERNANDINO COUNTY DEPARTMENT OF HEALTH SERVICES FOLLOWING COMPLETION. 1. RECYCLED WASTEWATER SHALL MEET REQUIREMENTS SPECIFIED IN "WASTEWATER RECLAMATION CRITERIA": TITLE 22, DIVISION WATER SYSTEM,THE DESIGN MUST BE APPROVED BY THE CUCAMONGA VALLEY WATER DISTRICT THE FOLLOWING ARE GENERAL TEST GUIDELINES AND MAY BE MODIFIED WITH THE APPROVAL OF THE CUCAMONGA VALLEY WATER DISTRICT APPROVAL SHALL BE CONTINGENT UPON EVIDENCE THAT ALL APPLICABLE OF REGULATORY AGENCIES. 4 4, CHAPTER SECTION 60301 THROUGH 60355 OF THE CALIFORNIA CODE OF REGULATIONS AND GUIDELINES DESIGN REQUIREMENTS, RULES AND REGULATIONS FOR A RECYCLED WATER SYSTEM ARE SATISFIED. 1 SET ROOTCROWN 3" 5 PLANS AND SPECIFICATIONS SHOULD INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING: 1. POTABLE WATER SHALL BE USED DURING THE INITIAL TESTING OF THE ON-SITE RECYCLED WATER SYSTEM. ABOVE FINISH GRADE 2. RECYCLED WASTEWATER USE SHALL BE COMPATIBLE WITH STATE DEPARTMENT OF HEALTH SERVICES AND REGIONAL WATER THE RECYCLED WATER SYSTEM SHALL BE COMPLETELY DRAINED AND REMAIN DEACTIVATED FOR AN 2 FT QUALITY CONTROL BOARD REQUIREMENTS. 1. DETAILED DESCRIPTION OF THE INTENDED USE OF THE RECYCLED WATER. 6 ADEQUATE PERIOD OF TIME TO BE SPECIFIED BY THE CUCAMONGA VALLEY WATER DISTRICT. 3. PLANS AND SPECIFICATIONS FOR RECYCLED WASTEWATER DISTRIBUTION, USE AND OPERATIONAL PRACTICES SHALL BE SUBMITTED FOR 2. DETAILS SHOWING THE COMPLETE POTABLE AND RECYCLED WATER SYSTEMS. 0STING FACILITIES CONVERTING 2. AT THE END OF SHUTDOWN PERIOD, ALL OF THE RECYCLED WATER DEVICES SHALL BE TESTED, THROUGHOUT 3" 3 REVIEW AND APPROVAL TO THE INLAND EMPIRE UTILITIES AGENCY (IEUA) PRIOR TO IMPLEMENTATION. TO RECYCLED WATER USE, DETAILS MUST INCLUDE THE EXACT LOCATION OF ALL EXISTING WATER PIPING SYSTEMS. THE ENTIRE SITE, FOR CROSS-CONNECTIONS BY CHECKING EACH DEVICE FOR FLOW. 4. PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL CONTACT THE INLAND EMPIRE UTILITIES AGENCY IEUA 3. DETAILS OF THE INTENDED INSTALLATION PROCEDURES. ( ) 3. THE RECYCLED WATER INLET SHALL THEN BE CHECKED TO DETERMINE IF THERE IS BACK PRESSURE OR SIGNIFICANT TO ARRANGE FOR INSPECTION OF ALL ONSITE RECYCLED AND POTABLE WELTER WORK. NO EXCAVATION OR OPEN TRENCH BACKFLOW. IF THERE IS NO FLOW DETECTED AT THE INLET OR IN ANY OF THE DEVICES THAT MAY BE BACK FILLED WITHOUT FIRST SECURING IEUA APPROVAL. IF ANY PIP ( ) LNG, RECYCLED OR POTABLE, IS INSTALLED • WOULD SUGGEST ACROSS-CONNECTION, THE RECYCLED WATER CONNECTION SHALL BE REACTIVATED. _I PRIOR TO PLAN CHECK APPROVAL AND/OR INSPECTION, ALL OR ANY PORTION OF THE SYSTEM MAY MAY REQUIRED TO BE EXPOSED AND PRELIMINARY CROSS-CONNECTION TEST I- CORRECTED AS NECESSARY. ROOTBALL _III_ 4. THE POTABLE WATER TO THE USE SITE WILL BE SHUT OFF AT THE POTABLE WATER METER. THE POTABLE I- r•- PRIOR TO RETROFIT WORK OR CONSTRUCTION, A PRELIMINARY CROSS CONNECTION TEST SHALL BE COORDINATED WATER INFLUENT LINE SHALL BE COMPLETELY DRAINED AND THE SYSTEM WILL REMAIN DEACTIVATED FOR AN = .�, (SIZE VARIES) =I 5. SEPARATION - IN ORDER TO MINIMIZE CONSTRUCTION ACCIDENTS RESULTING IN PIPELINE BREAKS, INFILTRATION OF WASTEWATER BY THE CUCAMONGA VALLEY WATER DISTRICT. ALL HEALTH AGENCIES SHALL BE f�OTIFIED. THE PRELIMINARY CROSS CONNECTION TEST ADEQUATE PERIOD OF TIME TO BE SPECIFIED BY THE CUCAMONGA VALLEY WATER DISTRICT =IIIf Id.FROM LEAKING WASTEWATER LINES INTO DOMESTIC WATER LINES, OR ACCIDENTAL CROSS-CONNECTIONS BETWEEN RECYCLED -III= WASTEWATER AND POTABLE WATER SYSTEMS, MAXIMUM ATTAINABLE SEPARATION OF RECYCLED WASTE WATERLINES AND POTABLE SHOULD FOLLOW THE GENERAL GUIDELINES. THE PURPOSE OF THE TESTIS TO DETERMINE 5. AT THE OF THE SHUTDOWN PERIOD, ALL OF THE POTABLE WATER FIXTURES SHALL BE TESTED, �. ° °o ° ° o�,� ° 9 0 ° °° =I WATER LINES SHALL BE PRACTICED. IF THERE ARE A. UNKNOWN CONNCETIONS BETWEEN THE EXISTING IRRIGATIONS .STEM AND THE DOMESTIC J= d.o� o o � % °o ° ^poo WATER SYSTEM PRIOR TO CONSTRUCTION. THOUGH OUT THE USE SITE, FOR CROSS-CONNECTIONS BY OPERATING EACH FIXTURE AND CHECKING FOR FLOW. =III �p I - - I - :III= a. PARALLEL CONSTRUCTION THERE SHALL BE AT LEAST A TEN FOOT (10') SEPARATION, ALL DISTANCES MEASURED FROM PIPELINE 6. THE POTABLE WATER INLET SHALL THEN BE CHECKED TO DETECT IF THERE IS BACK PRESSURE OR :I -III III=III=III= III=I I (=III=III=I - OUTSIDE DIAMETER. SIGNIFICANT BACKFLOW. IF NO FLOW IS DETECTED AT THE INLET OR IN ANY OF THE FIXTURES THAT WOULD ,0 I CONSTRUCTION SUGGEST A CROSS-CONNECTION, THE POTABLE WATER CONNECTION SHALL BE REACTIVATED. o FULL PIPE LENGTH CENTERED OVER CROSSING. 7 b. CROSS-OVER CONSTRUCTION: AS PERPENDICULAR AS POSSIBLE; ONE FOOT (1� SEPARATION, WITH POTABLE ABOVE RECYCLED; DURING THE CONSTRUCTION PHASE, PERIODIC INSPECTIONS WILL BE HELD BY THE APPROPRIATE REGULATORY �`- 0 AS AN ALTERNATIVE TO THE PRESSURE TEST DESCRIBED ABOVE, A DYE TEST MAY BE PERFORMED. CN oca0 AGENCY TO ENSURE MATERIALS, INSTALLATION AND PROCEDURES ARE ACCORDING THE APPROVED PLANS THIS CAN BE DONE BY CHARGING THE RECYCLED WATER SYSTEM WITH POTABLE WATER CONTAINING 0 . 8 c. ALTERNATE CROSS-OVER CONSTRUCTION (DISTANCE NOT MAINTAINED); EITHER THE POTABLE OR RECYCLED WATER LINES MAY AND SPECIFICATIONS. A FOOD GRADE COLORED DYE. THE EMPTIED POTABLE WATER SYSTEM IS THEN CHECKED FOR ANY EVIDENCE ° BE SLEEVED WITH THE SAME CLASS PIPING FOR ONE FULL PIPE LENGTH (MINIMUM TEN FEET OVER THE CROSS-OVER. OF THE COLORED DYE. d. THE RECYCLED WASTEWATER SYSTEM SHALL BE CONSTRUCTED IN CONFORMANCE WITH POTABLE WATER SYSTEM CONSTRUCTION THE CUCAMONGA VALLEY WATER DISTRICT OR IT'S �� 1 FT STANDARDS AND IN ACCORDANCE WITH ALL OTHER GOVERNING CODES, RULES AND REGULATIONS. AUTHORIZED AGENTS SHALL INSPECT THE CONSTRUCTION OF THE USER'S RECYCL D WATER SYSTEM TO ENSURE THAT IT IS IN COMPLIANCE WITH THE APPROVED CONSTRUCTION PLANS, RULES AN REGULATIONS. THE CUCAMONGA VALLEY WATER DISTRICT AGENCY'S e. UNUSED OR ABANDONED POTABLE WATER LINES ARE TO BE SEVERED AS CLOSE TO WATER MAINS AS PRACTICAL, CAPPED AND DEPARTMENT OF HEALTH SERVICES DRINKING WATER FIELD OPERATIONS BRANCH MAY BE A TEN-FOOT SECTION OF ABANDONED LINE REMOVED AND CEMENTED UNDER_HEALTH DEPARTMENT SUPERVISION. INVOLVED. THIS INSPECTION IS TO ENSURE THE PROPER EQUIPMENT WAS USED, SPRAY PATTERNS ARE ADJUSTED TO ENSURE PROPER COVERAGE WITHOUT EXCESSIVE OVERLAPPING, AND THERE ARE NO CROSS-CONNECTIONS EXISTING ON-SITE PIPING- TO THE EXTENT FEASIBLE, MAXIMUM SEPARATION OF RECYCLED WASTEWATER AND POTABLE WATER WITH THE POTABLE WATER SYSTEM. CONDITIONS THAT MIGHT CREATE RUNOFF, PONDING OR WINDBLOWN SPRAY, LINES SHALL BE PRACTICED UPON SYSTEM ADDITION OR MODIFICATION. ESPECIALLY ON SLOPES WILL BE CORRECTED. SPRAY PATTERNS WILL BE CHECKED TO SEE THEY DO NOT PALM TREE DRAINAGE AND A NTS ENCROACH UPON PUBLIC FACILITIES SUCH AS DRINKING FOUNTAINS OR AREAS OUTSIDE THE APPROVED USE AREA. AFTER CORRECTION AND VERIFICATION THE SYSTEM WILL BE ALLOWED TO USE RECYCLED WATER. DURING THE LIFETIME OF 6. IDENTIFICATION;- ALL RECYCLED WASTEWATER LINES (PRESSURE/ NON-PRESSURE), VALVE BOXES, HYDRANTS AND THE RECYCLED WATER SYSTEM, THE WATER UTILITY SHALL PERIODICALLY INSPECT APPURTENANCES SHALL BE IDENTIFIED TO CLEARLY DISTINGUISH BETWEEN RECYCLED WASTEWATER, NON-POTABLE THE RECYCLED WATER SYSTEM TO ENSURE COMPLIANCE WITH ALL APPLICABLE RULES AND REGULATIONS. WATER SYSTEMS. ADDITIONALLY THE WATER UTILITY SHALL ANNUALLY INSPECT THE SYSTEM FOR LN OSS-CONNECTIONS. a. RECYCLED WASTEWATER- ALL BURIED RECYCLED WASTEWATER LINES (PRESSURE/ NON-PRESSURE) SHALL BE IDENTIFIED BY CONTINUOUS LETTERING ON THREE'INCH (3") MINIMUM WIDTH PURPLE TAPE WITH ONE INCH BLACK OR WHITE CONTRASTING DESIGNATION OF USER SUPERVISOR LETTERING BEARING THE CONTINUOUS WORDING "CAUTION RECYCLED WATER" PERMANENTLY AFFIXED AT TEN FOOT INTERVALS ATOP ALL HORIZONTAL PIPING, LATERALS AND MAINS. IDENTIFICATION TAPE SHALL EXTEND TO ALL VALVE BOXES AND /OR VAULTS, IT IS RESPONSIBILITY OF THE USER TO PROVIDE SURVEILLANCE AND SUPERVISION OF SAID RECYCLED WATER EXPOSED PIPING, HYDRANTS AND QUICK COUPLERS. SYSTEM IN A WAY THAT ASSURES COMPLIANCE AT ALL TIMES WITH CURRENT REGgLATIONS. THE USER SHALL DESIGNATE, WITH THE APPROVAL OF THE WATER UTILITY, A USER SUPERVISOR TO ROVIDE LIAISON WITH THE THE USE OF PURPLE COLORED PIPE WITH CONTINUOUS WORDING" CAUTION RECYCLED WATER" PRINTED ON OPPOSITE SIDES WATER UTILITY. THIS PERSON SHALL BE AVAILABLE TO THE WATER UTILITY AT ALL TIMES AND SHALL HAVE THE OF THE PIPE IS AN ACCEPTABLE ALTERNATIVE TO WARNING TAPE. AUTHORITY TO CARRY OUT ANY REQUIREMENTS OF THE CUCAMONGA VALLEY UTIL TY AGENCY. INSTALLATION, OPERATION, MAINTENANCE, AND PREVENTION OF POTENTIAL HAZARDS ON THE RECLAIMED AND, POTABLE WATER SYSTEMS b. POTABLE WATER- ALL POTABLE WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE WITH PERIODIC INSPECTIONS OF THE USER'S SYSTEM AND REPORT ALL VIOLATIONS TO THE APPROPRIATE REGULATORY AND ALL OTHER GOVERNING CODES, RULES AND REGULATIONS. BURIED POTABLE WATER LINES SHALL BE IDENTIFIED BY AGENCY ACCORDING TO APPLICABLE PROCEDURES ESTABLISHED BY LAW, CODE, PERMIT OR PRACTICE. CONTINUOUS LETTERING ON THREE INCH (3") MINIMUM WIDTH BLUE TAPE WITH ONE INCH WHITE LETTERING BEARING THE OF ALL FAILURES, VIOLATIONS AND EMERGENCIES THAT OCCUR INVOLVING THE RECYCLED OR POTABLE WATER CONTINUOUS WORDING "POTABLE WATER" PERMANENTLY AFFIXED AT TEN FOOT INTERVALS ATOP ALL HORIZONTAL PIPING SYSTEMS. BEING KNOWLEDGEABLE OF THE PROVISIONS CONTAINED IN TITLE 17 AN� TITLE 22 RELATING TO LATERALS AND MAINS. IDENTIFICATION TAPE SHALL EXTEND TO ALL VALVE 13OXES AND/ OR VAULTS, EXPOSED PIPING AND THE SAFE USE OF RECYCLED WATER AND THE MAINTENANCE OF ACCURATE RECODS ARE ADDITIONAL HYDRANTS. RESPONSIBILITIES OF THE USER SUPERVISOR POSITION. THE CUCAMONGA VALLEY GENCY SHALL PROVIDE THE USER SUPERVISOR SERVICE STARTUP IDENTIFICATION TAPE IS NOT NECESSARY FOR EXTRUDING COLORED PVC WITH CONTINUOUS WORDING "POTABLE WATER" PRINTED IN CONTRASTING LETTERING ON OPPOSITE SIDES OF THE PIPE. FOLLOWING THE ACCEPTANCE OT THE USER'S RECYCLED WATER SYSTEM BY THE �ATER UTILITY, THE USER MAY REQUEST REGULAR SERVICE STARTUP. UPON RECEIPT OF THE STARTUP REQUEST, THE WATER UTILITY WILL NOTIFY THE APPROPRIATE REGULATORY AGENCIES, AND SCHEDULE A FINAL INSPECTION TO INCLUDE REGULATORY AGENCY REPRESENTATIVES. THE STARTUP REQUEST SHALL INCLUDE THE APPROPRIATE APPLICATION FOR USE OF RECYCLED WATER AND THE PAYMENT OF DEPOSITS AND/ OR FEES AS INDICATED IN THE CURRENT RATES AND CHARGES FOR THE CUCAMONGA VALLEY AGENCY. WITHIN TEN WORKING DAYS A�T'ER THE RECEIPT OF THE STARTUP REQUEST AND ANY DEPOSITS AND/ OR FEES. THE WATER UTILITY SHALL CONFIRM SUCH A STARTUP TO THE USE ' AND THE REGULATORY AGENCIES. Underalround Service Alert %�,pNDSCgp ITY F FONTANA SECTION 4216/4217 OF THE GOVERNMENT FOOTHILL BLVD ��O I J. hie�q,Q CITY DRAWING FILE NO. �pORE Y CODE REQUIRES A DIG ALERT IDENTIFICATION ,��v o� �, 346 y0'L ns PLANTING DETAILS & RECLAIMED WATER NOTES 4883 C= �Ga NUMBER BE ISSUED BEFORE A PERMIT TO LANDS CAPE MED IAN y DRAWN BY: SCALE: ' CITY OF FONTANA m FOOTHILL BOULEVARD EXCAVATE WILL BE VALID w 0 R.J.M/D.M.A N.T.S FOR YOUR DIG ALERT I.D. NUMBER CALL FROM CHERRY AVENUE Sig ature ~ DESIGNED BY: FROM CHERRY AVENUE DATE: CALIFORNIA, 92335 R.J.M UNDERGROUND SERVICE ALERTN �i I b to �. TO HEMLOCK AVENUE 01-17-11 TO HEMLOCK AVENUE TOLL FREE 1-800-227-2600 CHECKED BY: DRAWING NO.: TWO WORKING DAYS BEFORE YOU DIG OF CA1-SFO R•J'M 27 /A REV REVISION DESCRIPTION DATE CITY DATE � � � f'/( .27 38 M 00 00 d' ci Z W J LL 0 Z r-�