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937g_wt
GENERAL NOTES IN THE COUNTY OF RIVERS I E S TATE O F C FOR IA s R NO S 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH LEE LAKE WATER DISTRICT (LEWD) 1. AT LEAST 48 HOURS BEFORE COMMENCING ANY EXCAVATION, CONTRACTOR SHALL REQUEST IMPRON7 SEWER SYSTEM FACILITY REQUIREMENTS, STANDARD SPECIFICATIONS AND STANDARD DRAWINGS. LLWD STANDARD UNDERGROUND SERVICE ALERT (1-800-422-4133) AND NON-MEMBER COMPANIES, OR lAff"I"ER1 AND E.-MENT 1J � SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE AT THE DISTRICT OFFICE. CONTRACTOR SHALL BE IN UTILITIES, TO MARK OR OTHERWISE INDICATE THE LOCATIONS) OF THEIR SUBSURFACEPOSSESSION OF DISTRICT'S SPECIFICATIONS AND STANDARD DRAWINGS ON THE JOB SITE AT ALL TIMES. FACILITIES INCLUDING, BUT NOT LIMITED TO,..STRUCTURES INCLUDING VAULTS, MAIN 2. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR THEIR CONTRACTOR AND ARE MADE CONDUCTORS OR CONDUITS, AND SERVICE CONNECTIONS. PART OF THE SPECIFICATIONS. 2. PRIOR TO, CONSTRUCTION, CONTRACTOR SHALL EXPOSE EXISTING FACILITIES AT PROPOSED ABBREVIATIONSTRACT 29335 3. THE DRAWINGS AND DATA HEREON ARE HEREBY MADE PART OF THE SPECIFICATIONS. CONNECTIONS AND CROSSINGS AND VERIFY ELEVATIONS, LOCATIONS AND SIZE OF EXISTING 4. REVISIONS WILL BE NOT BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF LLWD. FACILITIES. AP = ANGLE POINT LF = LEADER FEET WATER LEGEND 5. APPROVAL OF THESE PLANS BY LLWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE 3. CONTRACTOR SHALL NOT INTERRUPT OR DISTURB ANY UTILITY FACILITY WITHOUT AUTHORITY AR & VR = AIR RELEASE & VACUUM LN = LOT NUMBER LOCATION OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE FROM THE UTILITY. WHERE PROTECTION IS REQUIRED TO ENSURE INTEGRITY OF UTILITY RELIEF VALVE L = LEFT RESILIENT SEAT GATE VALVE LIMITS OF WORK. FACILITIES (INCLUDING DISTRICT-OWNED UTILITIES). CONTRACTOR SHALL FURNISH AND PLACE ASS'Y = ASSEMBLY MH = MANHOLE 6. THE CONTRACTOR SHALL NOTIFY THE LLWD DISTRICT ENGINEER A MINIMUM OF ONE (1) WEEK PRIOR TO BEGINNING ALL NECESSARY PROTECTION. B = BOTTOM MIN = MINIMUM I-�- BLOW-OFF WORK SO THAT INSPECTIONS CAN BE ARRANGED AND PROVIDED. 4 SEWER PROFILE ELEVATIONS ARE TO THE INVERT (IE) OF SEWER. BC = BEGINNING OF CURB N = NORTH C �J\J ry O.r {---� COMBINATION AV & AR VALVE 7. THE LLWD INSPECTOR SHALL BE FURNISHED THREE SETS OF PROJECT DRAWINGS. 5. SEPARATION BETWEEN SEWER AND WATER SHALL CONFORM TO RIVERSIDE COUNTY STANDARD BCR = BEGINNING OF CURB RETURN N0. = NUMBER RIS j�RSID 3. THE CONTRACTOR SHALL CONFORM TO CURRENT CAL OSHA SAFETY REQUIREMENTS. I�--j s FIRE HYDRANT N0. $17 AND LLWD SEWER AND WATER SYSTEM FACILITY REQUIREMENTS. BO = BLOW OFF ASSEMBLY NTS = NOT TO SCALE 9. THE CONTRACTOR SHALL SUBMIT TO THE LLWD A SOILS REPORT BY A QUALIFIED- GEOTECHNICAL ENGINEER WHICH BSD = BOTTOM OF STORM DRAIN OAE = OR APPROVED EQUAL _ CERTIFIED THAT ALL TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE EXISTING WATERLINE 6. SEWERS SHALL BE CONSTRUCTED SO THAT ACTUAL INVERT ELEVATIONS ARE WITHIN 0.02 BSW = BOTTOM OF SEWER LINE PE = PAD ELEVATION PROJECT WITH PROJECT SPECIFICATIONS AND LLWD SPECIFICATIONS. SEWERS, WHEN INSTALLED, SHALL HAVE CONTINUOUS DOWNSLOPE. BW = BACKWATER VALVES P/L = PROPERTY UNE 15 SITE WATER LINE 10. EACH LOT SHALL BE SERVICED WITH A FOUR (4) -INCH SEWER LATERAL SET AT A MINIMUM GRADE OF 2.0% WITH 7. SEWER MAIN CONSTRUCTION SHALL CONFORM WITH CONSTRUCTION DRAWINGS IN ACCORDANCE BWL = BOTTOM OF WATER LINE PO = PUSH ON I----O WATER SERVICE A MINIMUM INVERT DEPTH OF 5.0 FEET BELOW THE BOTTOM OF THE CURB AT THE PROPERTY LINE, UNLESS WITH THE ABOVE SPECIFIED TOLERANCES. CONTRACTOR SHALL ASSIST DISTRICT AS REQUIRED CA = CALIFORNIA PROP = PROPOSED �',�. OTHERWISE APPROVED BY THE LLWD, TO CONFIRM COMPLIANCE WITH CONSTRUCTION TOLERANCES. CONTRACTOR SHALL MAKE, OR CF = CURB FACE PSI = POUND PER SQUARE INCHTR. N0. 29320 CEE'YE '� END CAP i 1. ALL LATERALS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS, ADJUSTED UNDER LLWD INSPECTION TO CLEAR LAND DRIVEWAYS AND OTHER IMPROVEMENT. LATERALS SHALL BE FOUR ASSIST IN MAKING, ALL NECESSARY MEASUREMENTS AS DETERMINED BY DISTRICT. CjL = CENTER LINE PVC = POLYVINYL CHLORIDE f N THRUST BLOCK (4) -INCH MINIMUM DIAMETER. UNLESS OTHERWISE (EXIST) 8. THREE WEEKS PRIOR TO CONSTRUCTION, A DEPOSIT FOR INSPECTION FEE WILL BE MADE. C4 NOTED ON THE DRAWINGS. ALL LATERALS SHALL HAVE A CLEAN OUT IN ACCORDANCE WITH STANDARD DRAWING No. S-9.= COMPANY RCFCWCD = RIVERSIDE COUNTY FLOOD CONTROL ■ BLUE RETROFLECTIVE PAVEMENT MARKER LATERALS SHALL BE INSTALLED (N ACCORDANCEi THIS FEE IS ESTIMATED AT S . SHOULD ACTUAL COSTS BE GREATER, THE BALANCE CO = COUNTRY & WATER CONSERVATION DISTRICT SECONDARY AC ESS ROAD MAYHEW CANYON -�{}- REDUCER WITH LLWD STANDARD DRAWING NOS. S-4, S-5, S-6 AND S-7 SHALL BE PAID TO THE DISTRICT BY THE APPLICANT. SHOULD ACTUAL COSTS BE LESS, THE DEFL = DEFLECTION RCFD = RIVERSIDE COUNTY FIRE DEPT. (CAMPBELL RA CH ROAD) ROAD 45' BEND 12. JOB MIXING OF CONCRETE IS NOT PERMITTED. BALANCE SHALL BE REFUNDED TO THE APPLICANT. FEES SUBJECT TO CHANGE WITHOUT NOTICE. DEPT = DEPARTMENT RIV = RIVERSIDE s- 13. ALL CONCRETE TESTING REQUIRED BY THE LLWD WILL BE AT THE EXPENSE OF THE CONTRACTOR. DI = DUCTILE IRON RT = RIGHT 4' 90' BEND 14. THE CONTRACTOR SHALL SECURE APPROVAL FROM THE LLWD INSPECTOR PRIOR TO BACKFILLING OVER ANY SEWER DM = DIMENSION R/W = RIGHT OF WAY NATIONAL `�` ,d TEE PIPE OR WYE. P TE ENC- R'S NOTE To QUIRal0k D/W = DRIVEWAY S = SLOPE PRIMARY ACCESS ROAD INDIAN AI MA p " " TRUCK Rp, � -}�}- ADAPTER 15. ALL SEWER LATERALS & MAINS SHALL BE TESTED BY AIR TEST METHOD AFTER -CONSTRUCTION AS SPECIFIED BY CONTRACTOR AGREES THAT HE SHAM ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE DWG = DRAWING S = SOUTH (CAMPBELL RANCH ROAD) TRA2 THE LLWD SPECIFICATIONS. JOB SITE COND111ONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING E = EAST SD = STORM DRAIN 16. ALL ACCESS HOLES (MANHOLES) SHALL BE TESTED BY "VACUUM TEST" AS SPECIFIED IN THE LLWD STANDARD END OF CURB ST = STREET `=' SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY EC = � SPECIFICATIONS. AND NOT BE LIMITED TO NORMAL WORK HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, ECR = END OF CURB RETURN STA = STATION SEWER LEGEND INDEMNIFY AND ESMT = EASEMENT STD = STANDARD DRAWING HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 17. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR CONNECTIONS TO ' o c� � EXISTING SYSTEM. SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WEEKS PRIOR TO SAID SHUTDOWN TO REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EVMWD = ELSINORE VALLEY MUNICIPAL SWR = SEWER LINE VICINITY MAP `° v SEWER LINE THE LLWD DISTRICT ENGINEER. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. WATER DISTRICT T = TOP GLEN IVY --s-- SEWER LINE EXISTING 18. CONTRACTOR SHALL DESIGNATE A QUALIFIED SUPERINTENDENT WITH FULL AUTHORITY TO ACT ON BEHALF OF THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON EX = EXISTING TR = TRACT NTS HOT SPRINGSMANHOLE CONTRACTOR. SAID SUPERINTENDENT SHALL BE ON THE JOB SITE AT A€I TIMES. THESE PLANS WERE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR F = FLANGE TSD = TOP OF STORM DRAIN BEING A SUBDIVISION OF A PORTION OF IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND ANY FL = FLOW LINE TSW TOP OF SEWER UNE SECTIONS 11 AND 12, TOWNSHIP 5 ger BACKWATER VALVE INSTALLATION 19. CONTRACTOR SHALL PERFORM ALL WORK UNDER ,RIVERSIDE TRANSPORTATION DEPARTMENT JURISDICTION IN OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE GB = GRADE BREAK TWL = TOP OF WATER LINE SOUTH, RANGE 6 WEST, S.B.M. ACCORDANCE WITH ALL REQUIREMENTS OF SAID DEPARTMENT INCLUDING TRAFFIC CONTROL, PAVEMENT REMOVAL, PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES, THE CONTRACTORTEMPORARY PAVEMENT" (INCLUDING BASE MATERIAL) AND TEMPORARY AND PERMANENT TRAFFIC STRIPING. SHALL VERIFY THE LOCATION, DIMENSION AND CONDITION OF ALL UTILITIES AND SHALL REPORT GV = GATE VALVE TCP = TYPICAL H = HUB VCP = VITRIFIED CLAY PIPE -�--�2�---■-- SHEET NUMBER 20. ALL MATERIALS, TESTING AND INSPECTION OF THE SEWER SHALL BE IN CONFORMITY WITH THE REQUIREMENTS ANY DISCREPANCIES TO THE CIVIL ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. HDC = HIGH DEFLECTION COUPLING W = WEST OF LLWD AND RIVERSIDE COUNTY STANDARDS. FAILURE TO MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED AGENCIES WILL BE CAUSE FOR REJECTION. DEVEL PR `O ID = INNER DIAMETER WL = WATER LINE IE - INVERT ELEVATION WTR - WATER 21. SEWER SHALL BE 8" PVC (SDR-35 & C-900) IN ACCORDANCE WITH LLWD SPECIFICATIONS AND STANDARDS. SYCAMORE CREEK ASSOCIATES, LP INV = INVERT X--ING = CROSSING 22. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH LLWD STANDARD DRAWING NOS. S-12 & S-15. 2 ADA, SUITE 200 IRVINE, CA 92618 LAT = LATERAL # = NUMBER 0 WATER CONSTRUCTION NOTES QUANTITY UNIT 23. SEWER BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH LLWD STANDARD DRAWING NOS. S-1 AND S-2. PHONE: (949) 790-5400 1 INSTALL 1" COPPER SERVICE LATERAL PER LLWD STD. DWG. No. LLW-7 & LLW-10 24. CONTRACTOR SHALL PROVIDE AND BEAR THE TOTAL COST OF CLOSED CIRCUIT VIDEO INSPECTION OF ALL NEW INSTALLED ENS'-WEER OF BORN ADJUSTED UNDER LLWD INSPECTION Wj HIGH PRESSURE WATER METER . . . . . . . . . . . . . . . . . . . . 80 EA. PIPELINES UNLESS OTHERWISE DIRECTED BY THE DISTRICT INSPECTOR. 25. PRIOR TO POURING OF MANHOLE BASE, CONTRACTOR SHALL INSTALL FOR ALL INLET S AND OUTLET AT THE PROPER 2020 ENGINEERING GROUP IOWA AVENUE, SUITE 102, INSTALL 8" PVC C900 CL 200 PER LLWD SIDS. & SPECS. . . . . . . { ) 2020 RIVERSIDE CA 92507, P.O. BOX 52050 INSTALL 8„ GATE VALVE W/ CONC. SUPPORT PER LLWD STD. DWG. No. LLW-22, LLW-24. . . . . . . . . . . . . . . . . . . . . . 9 EA. 26. EACH MANHOLE SHALL BE VACUUM TESTED IMMEDIATELY AFTER ASSEMBLY AND PRIOR TO BACKFILLING BY THE CONTRACTOR. PHONE: (951) 683-5234, FAX: (951) 683-5301 4 CONSTRUCT (6 x 4 x 2% x 2 "SUPER") FIRE HYDRANT ASSEMBLY PER LLWD. . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 EA. AFTER THE CONTRACTOR COMPLETES BACKFILLING AND PRIOR TO ACCEPTANCE BY THE DISTRICTS, EACH MANHOLE SHALL BE HIGH PRESSURE WATER NOTE STD. DWG. No. LI-W-1 & LLW- . RE-TESTED IN THE PRESENCE OF THE DISTRICT INSPECTOR. U TY MCLAIMIER 5 INSTALL. 4" B.O. ASSEMBLY PER LLWD STD. No. LLW-2. . {� . . . . . . . . . . . . . . . . . . . . . . . . . 0 EA. 27. NO GROUT SHALL BE PLACED IN THE HORIZONTAL JOINTS BEFORE TESTING. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING ACCORDING TO THE WATER MASTER PLAN FOR THE INSTALL 1" AV & AR VALVE, ASSEMBLY PER LLWD STD. DWG. No. LLW-5, . . . . . . . .¢$ . . . . . . . . . . . . . . . . . . . . . . 2 EA. 28. A VACUUM OF 10 INCHES OF MERCURY SHALL BE DRAWN AND THE PUMP SHUT OFF. WITH ALL VALVES CLOSED, THE MANHOLE PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE " SHALL HOLD 10 INCHES OF MERCURY FOR 60 SECONDS. SYCAMORE CREEK PROJECT, THE STATIC PRESSURE WILL � INSTALL 8x45 DUCTILE IRON BEND W/ THRUST BLOCK PER LLWD STD. DWG. No. LLW-22. 2 EA. FOR VERIFYING ALL QUANTITIES PRIOR TO CONSTRUCTION. 29. IF THE MANHOLE FAILS THE INITIAL TEST, NECESSARY REPAIRS SHALL BE MADE WITH A NON-SHRINK GROUT TO THE OUTSIDE VARY FROM 65-165 PSI: BASED ON A FULL RESERVOIR 9 INSTALL 8"x22.5' DUCTILE IRON BEND W/ THRUST BLOCk PER LLW STD. DWG. No. ILW-22 . . . . . . . . . . . . . . . . . . . . 11 EA. WHILE THE VACUUM IS STILL BEING DRAWN. RETESTING SHALL PROCEED UNTIL A SATISFACTORY TEST IS OBTAINED. BASIS QF BEARING HAVING A HIGH WATER LEVEL ELEVATION OF 15'0. THE BASIS OF BEARING FOR THIS MAP IS THE CALIFORNIA BECAUSE THE DISTRICT REQUIRES A PRESSURE REDUCER 1 O INSTALL 8"x111, ' DUCTILE IRON BEND W/ THRUST BLOCK PER LLWD STD. DWG. No. LLW-22.. . . . . . . . . . . . . . . . . . . . 3 EA. J'ATER NOTES FOR ALL SERVICES GREATER THAN 90 PSI, ANY LOT WHICH 15 REMOVE TEMPORARY END CAP AND JOIN. . . ... . . , . . . . . : .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . 3 EA. 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH LEE LAKE WATER DISTRICT (LLWD) COORDINATE SYSTEM, ZONE 6, DETERMINED LOCALLY BY HAS A PAD ELEVATION OF 1302* OR LESS WILL REQUIRE WATER SYSTEM FACILITY REQUIREMENTS, STANDARD SPECIFICATIONS AND STANDARD DRAWINGS. LLWD STANDARD LINE BETWEEN CADT STATION "BURNT 2" AND "CLAY" AS A PRESSURE REDUCER PER LLWD STD, Na. LLW-10. 16 8" HIGH DEFI.ECITON PVC COUPLING (HDC) . . . . : . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . 2 EA. SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE AT THE DISTRICT OFFICE. CONTRACTOR SHALL B£ IN BEING N44'56'07"W, AS DERIVED FORM NGS 1996 �(c ADD 1100 FEET TO ALL PAD ELEVATION CALLOUTS COORDINATES. 17 INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER PER RIV. CO. FIRE DEPT. STANDARDS. . . . . . . . . . . . . . . . . . . . . . . 12 EA. POSSESSION OF DISTRICT'S SPECIFICATIONS AND STANDARD DRAWINGS ON THE JOB SITE AT ALL TIMES. PERMITS 18 INSTALL 8" DUCTILE IRON ADAPTER (FXPO). . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR THEIR CONTRACTOR AND ARE MADE 1 EA. PART OF THE SPECIFICATIONS. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF 19 INSTALL 8"x 6" DUCTILE IRON REDUCER (FXF) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 1 EA. 3. THE DRAWINGS AND DATA HEREON ARE HEREBY MADE PART OF THE SPECIFICATIONS. GRADING OPERATIONS. 2. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO 4. REVISIONS WILL NOT BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF LLWD. COMMENCING ANY WORK WITHIN COUNTY RIGHTS-OF-WAY, INCLUDING FLOOD CONTROL OR DRAINAGE EASEMENTS. 5. APPROVAL OF THESE PLANS BY LLWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE RIVERSIDE COUNTY DEPARTMENT OF BUILDING AND SAFETY 0 SEWER CONSTRUCTION NOTES QUANTITY UNIT OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF WORK, PRIOR TO CONSTRUCTION OF ANY RETAINING WALLS. 6. THE CONTRACTOR SHALL NOTIFY THE LLWD DISTRICT ENGINEER A MINIMUM OF ONE (1) WEEK PRIOR TO BEGINNING 4 AN APPROVED COPY OF THE GRADING PLAN SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 3O CONSTRUCT 8" P.V.C. (SDR-35) SEWER MAIN PER LLWD SIDS. AND SPECS. . . . . . . . . . . . . . . . . . . . . . . . . . . . .2,721 L.F. WORK SO THAT INSPECTIONS CAN BE ARRANGED AND PROVIDED. WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT 31 CONSTRUCT 48" DIA. SEWER MANHOLE PER LLWD STD. DWG. NO. S-12 & S-15. . . . . . . . . . . . . . . . . . . . . . . . . .10 EA. 7. THE LLWD INSPECTOR SHALL BE FURNISHED THREE SETS OF PROJECT DRAWINGS. RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE "STANDARD SPECIFICATIONS CONSTRUCT 48" DIA. SEWER TERMINUS MANHOLE PER LLWD STD. DWG. NO. S-13 & S-15. . . . . . . . . . . . . . . . . . . . . . .4 EA. 8. THE CONTRACTOR SHALL CONFORM TO CURRENT CAL OSHA SAFETY REQUIREMENTS. FOR PUBLIC WORK CONSTRUCTION" ("GREEN BOOK"), 1997 EDITION, PUBLISHED BY BUILDING NEWS. 34 CONSTRUCT 4" P.V.C. SEWER LATERAL NORMAL CUT PER LLWD STD. DWG. NO. S-4 9. THE CONTRACTOR SHALL SUBMIT TO THE LLWD A SOILS REPORT BY A QUALIFIED GEOTECHNICAL ENGINEER WHICH NO ffa ADJUSTED UNDER LLWD INSPECTION.. . . . . . . . . . . . `. . . .2,400 L.F. CERTIFIES THAT ALL TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND LLWD SPECIFICATIONS. THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT, AS WELL AS THE ACCURACY OF FIGURES, ARE THE 35 INSTALL 4" BACKWATER VALVE (BY OWNER) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20 EA. 10. JOB-MIXING OF CONCRETE IS NOT PERMITTED. RESPONSIBILITY OF THE DESIGN ENGINEER. PLAN CHECK SERVICES BY L.L.W.D. WILL BE LIMITED TO ADHERENCE TO 36 REMOVE PLUG & JOIN EXIST. . . . . . . . . THE DISTRICT'S STANDARDS, MATERIALS, QUANTITIES AND SIZE OF FACILITIES, AS THEY RELATE TO THE SERVICE SEWER 2 EA. 11. ALL CONCRETE TESTING REQUIRED BY THE LLWD WILL BE AT THE EXPENSE OF THE CONTRACTOR. DEMANDS OR THE APPROVED MASTER PLAN. 38 8" END PLUG . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0 EA. 12. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR CONNECTIONS TO EXISTING no E NOTE: SEWER LATERALS AND WATER SERVICES ARE ON AVERAGE 30 FEET LONG. S STREM. SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WEEKS PRIOR TO SAID SHUTDOWN TO THE LLWD SEPARATION REQUIREMENTS BETWEEN WATER AND SEWER LINES C 13. ALL CONNECTIONS OR TIE-INS TO THE EXISTING FACILITIES REQUIRING SYSTEM SHUTDOWN AND DRAINING OF THE SHALL CONFORM TO STATE HEALTH CODE STANDARD. RETROREFLECTIVE DOWNSTREAMFACILITIES NOTE EXISTING FACILITIES SHALL BE DONE AT NIGHT OR AS APPROVED BY THE DISTRICT. FIRE HYDRANT NOTE MARKER 14. EACH LOT SHALL BE SERVICED WITH A MINIMUM ONE (1) INCH COPPER LATERAL WITH METER AND BACK FLOW CF RETROREFLECTIVE DOWNSTREAM SEWER & WATER CONNECTIONS ARE BONDED PROTECTION DEVICE. A 3/4 INCH HIGH LEITER "W" SHALL BE CHISELED IN THE TOP OF EXISTING CURB OR FIRE HYDRANTS SHALL BE CLASSIFIED IN ACCORDANCE WITH THEIR RATED C.F F.H. MARKER UNDER MS 3963 IP 040102. TRACT 29335 IS NAMED IMPRINTED IN NEW CURB AT ALL WATER SERVICE CONNECTIONS. CAPACITIES AT 20 PSI RESIDUAL PRESSURE. FIRE HYDRANTS FOR THIS ] 6" II-- F.H.-) GENERAL CONSTRUCTION NOTES ON THE MS 3963, IP 040102 BOND. 15. AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH LLWD STANDARD DRAWINGS TRACT SHALL BE CLASS AtRATED, (1000-1499 GPM). ALL BARRELS CjL f" RETROREFLECTIVE LLW-5 OR LLW-6. AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT ALL LOW SHALL BE CHROME YELLOW WITH TOPS AND NOZZLES PAINTED GREEN. MARKER 6" POINTS IN THE WATER LINE PROFILE. FIRE HYDRANTS CAN BE USED IN LIEU OF A MANUAL AIR RELEASE OR ALL FIRE HYDRANTS SHALL BE "WET-BARREL". 0 EXCESSIVE DIFFERENTIAL SETTLEMENT EXPECTED DUE TO BLOW-OFF WHEN LOCATED NEAR THE HIGH POINTS OR LOW POINTS IN THE PROFILE. BLOW-OFFS SHALL BE 6" CUT & FILL TRANSITIONS. INSTALL THIS PIPE REACH PER PIPE STATIONING ---�- STA »+-•--No CONSTRUCTION INSTALLED IN CONFORMANCE TO LLW-2. SHT. INDEX DESCRIPTION 0 STREET CLL CjL s GV NOTE PER PLAN 16. ALL. EXISTING FACILITIES TO BE TIED INTO SHALL BE FIELD VERIFIED ,AND NOTES SHALL BE SUBMITTED TO THE SOIL ENGINEERS RECOMMENDATIONS & DIRECTIONS. FIL FLOW LINE DISTRICT PRIOR TO CONNECTION. 2 PER LLWD SPECIFICATIONS, ALL SEWERS SHALL HAVE . PER PLAN 17. WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 1 TITLE SHEET ❑ 2 INDEX SHEET CONTINUOUS DOWN SLOPE. CONTRACTOR TO REMOVE ANY 18. ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED THE SPECIFIED MINIMUM AND ALL SAGS TO DISTRICT'S SATISFACTION PRIOR TO LLWD DESIGN PRESSURE SHOWN ON THE PLAN/PROFILE SHEETS. IN ADDITION, ALL VALVES, PIPELINES AND APPURTENANCES 3 PLAN & PROFILE PINE MOUNTAIN TERRACE ACCEPTANCE OF FACILITY. REMOVAL OF SAGS REQUIRES SHALL BE TESTED AT 10% HIGHER THAN THE MAXIMUM PIPELINE WORKING PRESSURE. VALVES SHALL BE CAPABLE 4 PLAN & PROFILE CASSIA COURT, ROSEMARY WAY TYPICAL HYDRANT MARKER LOCATION DETAIL REMOVAL & REINSTALLATION OF PIPE. SAMPLE STATIONING OF WITHSTANDING DESIGN PRESSURES IN A CLOSED POSITION. TESTING SHALL BE PERFORMED IN THE PRESENCE & PINE MOUNTAIN TERRACE OF THE DISTRICT INSPECTOR. 5 PLAN & PROFILE PINE CREEK LOOP BARBERRY. COURT (PER RIVERSIDE COUNTY FIRE DEPARTMENT GUIDELINES) 19. CONTRACTOR SHALL DISINFECT ALL PIPELINES AND APPURTENANCES EITHER PRIOR TO OR AFTER THEY HAVE BEEN N.T.S. SUBJECTED TO HYDROSTATIC AND LEAKAGE TESTING. THE METHOD OF DISINFECTING SHALL CONFORM TO PROVISIONS OF AWWA C-601 (LATEST). THE CONCENTRATION OF THE DOSAGE APPLIED SHALL BE PRESCRIBED BY THE DISTRICT NOTE: AND SHALL BE AT LEAST 50 PPM AND IT SHALL NOT EXCEED 200 PPM.CHLORINATED WATER SHALL REMAIN IN THE SEWER CERTIFICATION WATER CERTIFICATION COUNTY OF RIVERSIDE COUNTY OF RIVERSIDE FIRE CERTIFICATION PIPE LONG ENOUGH TO DESTROY ALL NON-SPORE-FORMING BACTERIA (MIN. 24 HOURS) WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM EXPANSION I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT 29335 IS IN HEALTH DEPARTMENT FIRE DEPARTMENT I CERTIFY THAT THE DESIGN OF THE WATER 20. CONTRACTOR SHALL FURNISH PHYSICAL AND CHEMICAL TEST RESULTS FOR ALL FITTINGS IN ACCORDANCE TO LLWD AN ENCROACHMENT AND/OR A GRADING PERMIT HAS BEEN ISSUED. IN TRACT 29335 IS IN ACCORDANCE WITH THE SEWER ACCORDANCE WITH THE WATER SYSTEM MASTER PLAN OF LEE LAKE WATER DISTRICT SYSTEM IS IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. PLANS OF SEWER SYSTEM MASTER PLAN OF THE LEE LAKE AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE REQUIREMENTS PRESCRIBED BY THE 21. ALL MATERIALS, TESTING AND INSPECTION OF THE PIPE SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE WATER DISTRICT (LLWD), AND THAT L.L.W.D. HAS PROGRAMMED ADEQUATE TO SUPPLY WATER TO SAID PROJECT. THIS CERTIFICATION DOES NOT LLWD AND THE AWWA STANDARDS. FAILURE TO MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED AGENCIES FOR ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON, ADEQUATE CAPACITY TO TREAT THE ANTICIPATED WASTES FROM CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SAID PROJECT AT ANY RIVERSIDE COUNTY FIRE DEPARTMENT IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY THE PROPOSED TRACT. SPECIF€C QUANTITIES, FLOWS, OR PRESSURES FOR FIRE PROTECTION OR ANY WILL BE CAUSE FOR REJECTION. APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER OTHER PURPOSE. 22. FIRE HYDRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS. LLW-1 AND LLW-3 OR LLW-4. SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE APPROVED:/4APPROVED: / f 23. WATER LINES SHALL BE 8" PVC, 0900 CLASS 200 IN ACCORDANCE WITH STANDARD DRAWING NOS. SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE �� •-Q�` j !-»�� I - ? C7 .. _ COC j _0 I t k- 60 LLW-17 AND LLW-2O {FOR PVC PIPE) COUNTY. G ERAL MANAGER DATE GE RAL MANAGER DATE DATE: L DATE: THOMAS :S. LOVE, RCE No. C 50993 DATE 24. THRUST BLOCKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LLWD STANDARD DRAWING NO. LLW-22. BENCHMARK: . SEAL COUNTY TRANSPORTATION DEPARTMENT SEAL_ Q��S�, LEE LAKE WATER DISTRICT IN THE COUNTY OF RIVERSIDE, CALIFORNIA SHEET NO. BM. 57-C-82 STD BRASS DISK IN CONCRETE FLUSH �� Sro a WV CANTY ENGINEERING GROUP, INC. EXTSTAMPED "c.s.F.R." 569+ss.51 B.C. o ��� APPROVED 8Y: woe as �� CE clviL ENGINEERING-PLANNING-SURVEYING APPROVED FOR CONSTRUCTION I P 04C}053 fo � ELEV, 1175.05 ��� ��� � a�ti �� �����°� 10 A, TRACT 29335 � ° DATUM: SEA LEVEL OF 1929 AND THE �4 2010 IOWA AVENUE,SUITE 110,RIVERSIDE,CA 92507,P.O.BOX 52050 TEL (951)sss-5234 FAX (s51) $ -5301 -� SEWER AND WATER IMPROVEMENT PIANS Irk o� OF 1934 USC & GS ADJUSTMENT a Na. 33950 ti : No. C 5o9s3 m Gene I Manager Date Exp. 6-30-06 EXT. os-3o-os * Prepared Under The Supervision of: OF SHTS. DIAL TWO WORKING REFERENCE: 261767 � TITLESHEET BEFORE DAYS BEFORE CIVIL ATE BY MARK APPR DATE �, CML `� YOU DIG YOU DIG SCALE: 111=40' sr KHAT A. TF N � DATE r� ,fes TOLL TREE A PUBLIC SERVICE BY 1-800-2 -2 00 gTf �� CI���F�� F RANS R ' ON DEPT, ENGINEER REVISIONS COUNTY TF t?� CAL�fO V �fj f DATE . Ii ''I®�'� FOR SYCAMORE CREEK W.O. COUAft UNDERGROUND SERVICE ALERT DATE: JANUARY 20011 ERSIDE OUNTY, CA DESIGNED BY- DRAWN BY. MM CHECKED BY: TSL THOMAS S. LOVE,: R.C.E. ngin [{ R.C.E. Date ASSOCIATION LP 1236-001 FILE '�' - l 1 'V — / _L11L - 9335-1 s 1'R1293 0--1 / 411 3 2 .awr 1 C SSIA C IJRAlrVT _ _ - r 1 FH 5 6 FH PER CORAL CANYON RD. M"963 , �� 10 9 //yam jJ/f/1 84 12 FH 1385 .�� � �1 40 335--86 14 83 ,� f 87 20 8289 27 88 / 16 4 0 8 W 770 91 98 FH 1 76 92 93 94 95 96 97 99 100 i� 17 78 75 4 101 4 7 FH 73 80 53 -- 1 l � 18 L 0 70 FH 48 54 1$ 69 � 51 49 45 5 � �-- // fl 19 F FH 60 H 68 FH �, 44 f� 61 59 // 20 62 58 5756 21 b, 63 F 67 43 65 66 � ,6 23 �r �� j 24 � TER c� 42 25 — ,� 4041 H 39 26 36 37 3 27 35 28 29 33 34 30 31 32 TRACT BOUNDARY-_`-,%--] Z ..... 102 NQTE-- INDEX' MAP. SCALE: 1»=100' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT AND/QR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER 1OO 5O O 1OO 2OO 3OO SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE SCALE 1"= 100' COUNTY. (� BENCHMARK: SEAL COUNTY SEAL IN THE COUNTY OF RivERSlDE, cALIFORNfiA SHEET No. BM. 57-C-82 STD BRASS DISK IN` CONCRETE FLUSH TRANSPORTATION DEPARTMENT gpFESsro CAN7-y ENGINEERING GROUP, INC. LEE I.,AKE WATER DI; TRICT STAMPED "C.S.F.R." 569+88.51 B.C. QRaFEssr°� APPROVED BY: �o s, ��� CIVIL ENGINEERING-PLANINING-SURVEYING APPROVED FOR CONSTRUCTION p P a�aaJ ELEV, 1175.05 w�� v�° �'��° �� �``���° 1° ��� T R A T G 7 2 o 2010 IOWA AVENUE,SUITE 110,RIVERSIDE,CA 92507,P.J.BOX 52050 j DATUM: SEA LEVEL OF 929 AND THE 335 sP qy z TEL (951)683-5234 FAX (951)683-5301 SEWER AND WATER IMPROVEMENT PLANS '® SUPPLEMENTAL USC & GS ADJUSTMENT �; '� No. C 50993 m Geneffr Manager Date OF 1934 No. 33950 �= Exp. 09-30-05 OF__ SHTS. DIAL TWO WORKING REFERENCE: 261767 Exp. 6-30-06 Cnn� Prepared Under The Supervision of: INDEX SHEET BEFORE DAYS BEFORE CIVIL --- DATE BY MARK APPR DATE j I CZE( ® {�� Ct � V7 YOU DIG YOU DIG SCALE: 1»= 100' ' Q`� ENGINEER REVISIONS COUNTY T F iF DATE - — FOR SYCAMORE CREEK W.O. COUN TOLL FREE 1-800-227-2600 >qT q�' KN D A. T AN DATE �r OF CPQ- oR - A PUBLIC SERVICE BY OF CP\-�F TRAM' ION [SEPT, t r UNDERGROUND SERVICE ALERT DATE: JANUARY 2004 IVERSID COUNTY, CA DESIGNED BY: DRAWN BY. MM CHECKED BY: TSL THOMAS S. LOVE, R.C.E. 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NORTH ARROW IS POINTING TO THE LEFT 10' [ 20 1 z Loh 56 1:3 - U - I - I . -_A� 47.3PE ,8 in � PE STA 1 1+80.�00 1 69 --+ co 1�1 --m � I LU \\ w m� ,i I 110� DUE TO THE CHANGING ORIENTATION OF PINE CREEK I nop 61 14±92.21 BCR C/L M H NO.1 4 33 b?, zo . 55.8PE , 1 1 59.85 BWL a I - I A - __ 1 1 57.52 TSW $ i / I --1 I � 2... I I 11 I I N23'45*29"E r - "" 1�_ 1 8.J1' L=3 1-2' - 97 . F T v-5r '�, �1, I 1 38 3� � I � I / .- �y�.-4- 11 ), STA 15+6L58 -4-4) 31 STA 9+94.00 COURT tr '��I'll I .", r � � 4 --- -, � I \\ __( -, "*`� - � 6j, " I � 68 =STA 14+57.21 PINE MOUNTAIN TERRACE . - "_ ,� - I C/L MH No.1 3 - ^/I . . C.0 �0 I za 1,/L MH No.8 - . - - 1 79 ` . I/ - , t�_____ -w .9,z� 1% lb 31N_ 56.1 PE _____cx - - - � - le� .-r tu --.I I - C=.3 2-.00' I , .) I . � I - U') . +4T06_E I 1 I , I I �, 45.7 PE "_ 13, S\�Ix L=f-.00' A I--,- .��: -I 1=f_ Vr r I 1`2_ - � �% � 10+00.00 BARBERRY 'COURT -.-11 I i-n I I I " , �, 1 60 . 58 11 --\"I N 9, 67 14 r =1 4+51.21 PINE MOUNTAIN TERRACE - I I . I 'A� I ca � 59 A - I 1 1 98 Q t�: 49.7 PE 53.2 PE I;k d��>56.7 PE vooA� :1 - I � I - --\ 51.9 PE . 57 1 ��, I �� - .1i; I m' 5100' 4100' 1 1 '.IT * /I '_9 SIA 11+37.50 /. ,.�_ V, 39 q ,, I--,' I STA 1 1+80.00 � &4;; 701, � 'n " �. In r'At___,@ I _ �z 8"x45' BEND (hj�) 14+31.49 54,OPE \ <1- �� *0P, � ,/,. (3) 1 1 14+10.21 EE 6 tNU UkF 14 !-C;7 ri 9 I., �bl .1 " m 51 52 .�11 I 1. ,;.% - STA 10+13.00 BARBERRY COURT t_*o 50 ��'�'NSTA 13+47.13 x C,-- m 1 68.6 PE 68.7 PE Z & U A 4 4 BEND (kw) &� Q 33 , S;k� @�=MSTIAA U11,14t42.21 PINE MOUNTAIN TERRACE STA +78.00 *--.5 � \ \_ ��, e,-, C) 68.4PE I %.-j - - 61 rnvr o w lj-/6" FH ASS'Y A 14+50.79 1 20. 'c" 8" TEE & 8" GVS t - lz;� . 1 " AV & AR ASS . 1 9 1 �A to � AR*9 9 1 STA 1 1+37.00 � . z_ , �t .r 3, �y� . I ��_ 47.2PE 8 xz.z)2'* BEND 61 f1p, ;;� + I , 4 99 � . 1� Y '-�4�t � c/. v*7 1 CD 6 n FH Ass � ,� ;V511� 4 - / . ��A , - dr I %� 4z, �V' I � 66 ,- t A..:. **,) 1. :�� Y'V I ,,�- 1: / ,-, 81C19 51�1 2 CL PROP 8 vy .- ___ - 4#111 , I A.-, 8�F I 1 55.1 PE x, \ A WATER CONaTERUCTION NOTES I I wo /-"% -.3, 4r I<k- " 1. I � I A%D 'I - / "> 10+46.99 - . Ir 7- . (Z) il �I I k 111") I .1P I ; I __ AZ)Z>Y � � ,�, /--'\ INSTALL 1" COPPER SERVICE LATERAL PER LLWD SID. DWG. No. LLW-7 & LLW-10 . � I __ I PINE CREEK LOOP - R,1 V7__1 k_1.j w i ,:��, ch I I . .. \11' \1 )RI VO, ADJUSTED UNDER LLWD INSPECTION TI/ HIGH PRESSURE WATER METER I . I . 11 "� INSTALL 8" PVC C900 CL 200 PER LlWD SlDS. & SPECS. �06, ;�� r') k::�/ I � I \_�,,b\- I 1-1 35 . � g INSTALL 8m GATE VALVE uw/1 CONC. SUPPORT PER LLWD SID. DWG. No. LLW-22, LLW- I I � I 1 22 57.00, 1 . U?1- .. /-,-\ CONSTRUCT (6 x 4 x 2% x 21 -SUPERJ FIRE HYDRANT ASSEMBLY PER LLWD � k-t) STD. DWG. No. LLW-1 & LLW- - 11'', � I I URIERGMWUND LOCATION NO'jmLrj- 1 16+52.21 PINE CREEK LOOP INSTALL I" AV & AR VALVE ASSEMBLY PER LLWD STD. DWG. No. LLW-5.. I I- pii� STA9+94.00 PINE CREEK LOOP 23 T @ I CURVE DA'A(IN FEET-[\) I : =STA22+55.17 PINE MOU N TERRACE 51. �_ , PINE CREEK LOOP CHANGES ORIENTATION. I HEREFORE, IN ORDER TO I &I 11 * , 34 :=17+17.23 PINE MCUNTAIN TERRACE @ INSTALL 8"X45' DuenLE IRON BEND lull/ THRUST BLOCK PER LLWD STD. DWG. No. LLW-22. I r,A I UND UTILITIES FROM CRISSCROSSING THE CENTERLINE, 1\1 / I No. DELTA RADIUS LENGTH TANGENT ' %'/%. MH No.4 24 104-13 nn PINF r---" -^-- (3) A PORTION OF THE WATER MAINLINE IS NORTH OF THE CENTERLINE I (_Q"`� INSTALL 8"x223� DUCTILE IRON BEND W/ THRUST BLOCK PER LLWD STD. DWG. No. LLW-22. , cj \Z/ �D 78-48'09" 55.00 75.65 45.18 1 1 1 e 10+00.00 PINE CREEK LOOP I =STA 22+36.17 PINE MOUNTAIN TERRACEE<�)@ EWER MAINLINE IS SOUTH OF THE CENTERLINE , =STA 17+31.41 PINE MOUNTAIN TER----@ @ INSTALL 8vFLG'D DUCTILE IRON TEE W/,THRUST BLOCK PER LLWD STD. DWG. No. LLW-22. I � =22+49.17 PINE MOUNTAIN TERRACE 8" TEE & 8" GVS . \14r, ,33 C/L MH No.6 RACE I . Q 27-01 s 55$1 674.00 317.99 162.01 1 (3) (9 8w HUB END DUCTILE IRON CAP W/ THRUST BLOCK PER LLWD SID. DWG. No. LLW-22. . ' I . 16+39-22 EIN LOOP . SEWEE Q0NLTRQQT10N NQTES Q 1 9-49'451$ 680.00 235.34 118.86 . NOTE: I =STA 17+30.23 PINE MOU IN TERRACE<��o . � . I I" . I , 87 TEE & 8" GVS . 11 0 CONSTRUCT 8" P.V.C. (SDR-35) SEWER MAIN PER LLWD STDS. AND SPECS. (�) . 26-15'26" 693.00 281.30 142.61 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL I I : - I I " AN ENCROACHMENT AN0/O_R A GRADING PERMIT HAS BEEN ISSUED. . I - @ CONSTRUCT 48" DIA. SEWER MANHOLE PER LLWD STD. DWG. NO. S-12 & S-15. Q 60*18 51 . 55.00 . 57.88 . 31.96 - I � I � I . GNING THESE PLANS IS RESPONSIBLE I I . I @ CONSTRUCT 48" DIA. SEWER TERMINUS MANHOLE PER LLWD SID. DWG. NO. S-13 & S-15. I (�) 29-39'29" 1 167.93 1 86.93 1 44.46 FOR ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON, � � I IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY I �, I (�� CONSTRUCT 4" P.V.C. SEWER LATERAL NORMAL CUT PER LLWD STD. DWG. NO. S-4 STRUCTION, THE PRIVATE ENGINEER � � . . ADJUSTED UNDER LLWD INSPECTION. I I . 40 20 0 40 80 120 , SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE g INSTALL 4" BACKWATER VALVE (BY OWNERnNj I SOLUTION AND REMSING THE PLANS FOR APPROVAL BY THE I . I - . . L�IE � COUNTY. - I I NOTE: SEWER LATERALS AND WATER SERVICES ARE ON AVERAGE 30 FEET LONG. SCALE 1'�_-40' 1 m � I- 6 BENCHMARK: SEAL i I COUNTY TRANSPORTATION DEPARTMENT - SEAL 00jr t LEE LAKE WATER DISTRICT IN. THE COUNTY OF RIVERSIDE, CALIFORNIA SHEET NO. D BM. 57-C-82 STD BRASS DISK IN CONCRETE FLUSH Y- FESS/O APPROVED BY: S 1 0A1, "N`11 ENGINEERING GROI IR INC TI IP 040053 STAMPED "C.S.F.R." 569+88.51 B.C. S. ( CIVIL ENGINEERING-PLANNING-SURVEYING I -, 11� r, 0 ELEV, 1 1 75.05 V <) -1,91 . I v� m 5 DRE . � � � 2010 IOWAAVENUE,SUITE 110,RIVERSIDE,CA9250T,,P.O.BOX 52050 . � .- DATUM: It?. �� � 0", /,3�I-A- -I .4;. 1 :11 z TEL (951)683-5234 FAX (951)683-5301 .!= . 0ce ff"w rul I e_5 e---1� USTMENT ,�; ;; . I �D No. 5 1 tin I I iager-_ - -D cd�t_e --_' SETTER AND WATER IMPROVEMENT PLANS � ^eN1%eV^VA,1,^,1� - d m I I ~111."`� uj No. 33950 im r_ 93 M 017_�L__SHTS. C 09' OF 1934 w r_xF. w-30-06 `0 Exp. 09 -3�-05 Prepared Under The Supervision of: If PINE CREEK LOOP I DIAL TWO WORKING REFERENCE: 261767 P I STA 10+05.98 TO STA 16+80.62 . I - I I � I T C) I 01 'I 9 I j C�` I 11 -I " I , � _T00fi:! [:�!; LJ - CO - ". _x: "W+ I M q� 11 L-;--- I _D - �_ I 11. I - - : �_l I - , - , I i R � - _� �1.,I.4 m 1_1_�_- I TI ',,,- -4 =_ - =� =�- n4; T ___.� T _= , T' ) , _1� -� � = r, j�;2� ��E I w 10 , I - C Tcla, I ic:� I - w --_A------, / ���� , . ..-_� 7 ` I � - S � I I!, 00 --' I - 1 I� - � : , , - I i , i � C_�, I I "'i, BEFORE DAYS BEFORE, 1-7� ��� - -0` cm I I YOU DIG YOU DIG SCALE: �>, CIVIL w 2"" 0 BY MARK APPR DATE -,% le---- ovl�� ow< I STA 9+94.00 TO STA 11+80.00 F_ , 1"=40' ', ED �Ae DATE 112,4 1,0 y 02 - 7 P ,,rom EER REVISIONS -1 e �/� 0 ON TOLL FREE %J, c KM N DEPT, ENGIN i ;L;-e�� _2. &L.e DATE t 1 �_>__/,M%�: V%f% FOR SYCAMORE CREEK I W.O. 00, I COUt93%.m ,Oft I A PUBLIC SERVICE BY I . ZT1 11 _ SIGNED B - MM OF C PIV - ' I - 1236- FILE UNDERGROUND SERVICE ALERT DATE: RIVERSIDE COUNTY, CA Y. . DRAWN BY. CHECKED BY. TSL HOMAS ,S. LOVE, R.C.E. fll'gineeNng�' R C E. Date ASSOCIATION LP I I - 11 I'll I --_____ �ffl___ --m- L -___ L � I I Z:k I I