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962z_wtE .M.W.D. SEWER NOTE 1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH E.M.W.D.'S STANDARDS AND SPECIFICATIONS. 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT). 3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS EXCEPT WHERE SPECIFICALLY DESIGNATED ON PLANS PER E.M.W.D. STANDARDS AND SPECIFICATIONS. 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS SB -53, SB -58, AND SB -61, AS APPLICABLE. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT. 5. ALL LATERALS SHALL HAVE AN ON -SITE CLEANOUT IN ACCORDANCE WITH STANDARD DRAWING SB -52. 6. MAINLINE CLEANOUTS, WHERE CALLED FOR ON THE PLANS, SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING SB -52, 7. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION AND LOCATION. WHERE CONNECTING TO EXISTING MANHOLES AND AN INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY E.M.W.D.. 8. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL WITH THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE MANHOLE CENTERLINE 9. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SB -177. LOCATIONS OF WYES AND LATERALS, WHERE NOT SHOWN ON THE PLANS, ARE TO BE DETERMINED IN THE FIELD PRIOR TO CONSTRUCTION TO MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4" IN DIAMETER UNLESS OTHERWISE SHOWN ON PLANS. 10. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A CONFINED AIRSPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR "CONFINED AIR SPACE" ARTICLE 108, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE. 11. BACKWATER VALVES SHALL BE INSTALLED PER SECTION 710.1 OF THE UNIFORM PLUMBING CODE. 12. ALL PIPE ZONE BEDDING & TRENCH BACKFILL ARE TO BE PER STANDARD DRAWINGS SB -157, SB -158 AND SB -159. 13. WHERE EXISTING GRADE GOES CUT TO FILL, USE SHORT JOINTS 2.5' MAXIMUM FOR 10' EACH SIDE OF CUT /FILL CONTACT. I ia�IG�[b116`] .. *NSITE AND OFFSITE SEWER & WATER IMPROVEMENT PLANS m Ili "A 631 IM 9/ / • ■ 7 11 5 W-LO lo F.H. BLUE PAVEMENT MARKER -- ®__ I i I s "fir F.H. RN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOT FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK AND ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON. AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY OR CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 811 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY CITY OF MENIFEE SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN ONLY BE DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE FiCFD # TR -38437 CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. APPROVED BY THE RIVERSM COUNTY RIVERSIDE COUNTY FIRE CERTIFICATION FIRE DEPARTMENT I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT. 1 10' R i W S Ca 1 / 0 TYPICAL SECTION UNDERGROLM UTLITY LOCATIONS (RIV. CO. STD. 817) NTS x elff I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 36437 IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF THE EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER TO SUCH TRACT. THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH TRACT ANY SPECIFIC QUANTITIES, FLOWS OR PRESSURE FOR FIRE PROTECTION OR ANY OTHER PURPOSE. EASTERN MUNICIPAL WATER DISTRICT 'C �' 4 1811.f DATE E.M.W.®. SEWER CERTIFICATION I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 36437 IS IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT'S SEWER SYSTEM MASTER PLAN, AND THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT WASTE FROM THE PROPOSED TRACT. EASTERN MUNICIPAL WATER DISTRICT M I - .zYi r :.: R.CeFeD" FIRE NOTES 4 ° DATE FIRE HYDRANTS SHALL BE CLASSIFIED IN ACCORDANCE WITH THEIR RATED CAPACITIES (AT 20 PSI 1:4 BAR RESIDUAL PRESSURE OR OTHER DESIGNATED VALUE) AS FOLLOWS: CLASS AA -RATED CAPACITY OF 1500 GPM OR GREATER (5,680 L /MIN), CLASS A -RATED CAPACITY OF 1,000 -1,499 GPM (3,785 -5,675 L /MIN), CLASS 8-RATED CAPACITY OF 500 -999 GPM (1,900 -3,780 L /MIN), CLASS C -RATED CAPACITY OF LESS THAN 500 GPM (1,900 L /M). ALL BARRELS ARE TO BE CHROME YELLOW, WITH TOPS AND NOZZLE CAPS PAINTED WITH THE FOLLOWING CAPACITY- INDICATING COLOR SCHEME TO PROVIDE SIMPLICITY AND CONSISTENCY WITH COLOR USED IN SIGNAL WORK FOR SAFETY, DANGER, AND INTERMEDIATE CONDITION: CLASS AA -LIGHT BLUE, CLASS A- GREEN, CLASS B- ORANGE, CLASS -C RED. HYDRANTS FOR COMMERCIAL USE SHALL BE RATED TO PROVIDE MINIMUM OF 1500 GPM AND WOULD REQUIRE LIGHT BLUE CAPS AND TOPS. NOTIFICATIONS AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL NOTIFY: 1. EASTERN MUNICIPAL WATER DISTRICT, FIELD ENGINEERING DEPARTMENT, (951) 928 -3777 EXT. 4830 2. COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, (951) 955 -6885 3. UNDERGROUND SERVICE ALERT (U.S.A.) 811 4. ALL OTHER AFFECTED AGENCIES THAT ARE NOT A MEMBER OF U.S.A. 0 E91 I ff ' !q rel - J ( E.M.W.D. WATER NOTES 1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH E.M.W.D.'S STANDARDS AND SPECIFICATIONS. 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING FIRE SAFETY SPECIALIST WATER SYSTEM AND VERIFY ITS EXISTING ELEVATION AND LOCATION. LENTH RCE 3. ALL SERVICE CONNECTIONS SHALL BE 1" SERVICES X 1" METERS WHEN FIRE FIRE PROTECTION PLANNING DEPT. SPRINKLER SYSTEM IS REQUIRED, UNLESS OTHERWISE NOTED; AND SHALL BE 12 -31 -16 LOCATED AS SHOWN ON THE PLANS AND ADJUSTED AS NECESSARY TO MISS WATER/ APPROVED BY: DRIVEWAYS. WATER SERVICE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B -590A, B -591 FOR 1' METER. ADJOINING LOT METER EASTERN MUINI PAL WATER DISTRICT BOXES SHALL BE PLACED TOGETHER AT PROPERTY LINE. 4. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B -598, TYPE "Y% 5. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTER GRADE) OF ,J A/ gOpN9 4 8 -T PIPE 6. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. B -656. _4 7. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B -362. ALL BARRELS ARE TO BE PAINTED CHROME YELLOW, WITH TOPS CIVIL ENGINEER OF SUBDIVISIONS/ DATE AND NOZZLE CAPS PAINTED GREEN. No. 052496 8. ALL P.V.C. PIPE THROUGH 12 INCH SHALL BE TYPE C -900, DR 18, EXCEPT WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO A.W.W.A. SPECIFICATIONS. DA E 9. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS Exp. 12 -31 -16 SHALL BE FLANGED, BOLTED MECHANICAL JOINTS, OR PUSH -ON JOINTS, PLANNERS ENGINEERS AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PROJECT ENG. PER E.M.W.D. STANDARD AND SPECIFICATIONS. ©6 10. ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED PREPARED UNDER w V) AT THE TIME OF INSTALLATION PER EMWD STANDARDS AND SPECIFICATIONS. OF rm Q 11. A JOINT RESTRAINT DEVICE SHALL BE USED ON ALL MAINLINE PIPE JOINTS In e o WITHIN SPECIFIED LIMITS, AND ALL JOINTS OF WATER APPURTENANCES � z LATERALS OFF MAIN LINE, PER E.M.W.D. STD. DWG. B -663. 12. INSTALL PRESSURE REGULATOR ON ALL LOTS. �p 13. BLOW -OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. Of W z = O DWG. OF FIRE HYDRANT STANDARD 8-351. �'- v oQ >: 14. TEMPORARY BLOW -OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE z � z WITH STD. DWG. B -561, z m CO T t= 0 15. ALL STEEL CYLINDER PIPE SHALL BE BONDED AT RUBBER GASKET JOINTS o < > IN ACCORDANCE WITH STD. DWG. OR B -638. Q a. - o 16. ALL DESIGNATED PIPELINE WELDS SHALL BE FULL WELD DOUBLE PASS AT Q (n LL EACH JOINT WITHIN DESIGNATED WELD LENGTH LIMITS. z Q 1 17. SHOP DRAWINGS FOR CML &C SHALL BE SUBMITTED AND APPROVED BY EMWD PRIOR TO FABRICATION. Of w 18. ALL CML &C STEEL PIPE SHALL BE CLASS 150 EXCEPT WHERE NOTED w v z OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. z < O Q 19. ADD APPROPRIATE NOTES FOR CORROSION PROTECTION PER CORROSION Cr c 1%_ � REPORT. iz m 0 Z 0 (gyp �"� a w 0 ' > Of > vi z ¢x Q LLJ Ld U o d Of z a. o � ¢¢ I ia�IG�[b116`] .. *NSITE AND OFFSITE SEWER & WATER IMPROVEMENT PLANS m Ili "A 631 IM 9/ / • ■ 7 11 5 W-LO lo F.H. BLUE PAVEMENT MARKER -- ®__ I i I s "fir F.H. RN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOT FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK AND ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON. AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY OR CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 811 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY CITY OF MENIFEE SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN ONLY BE DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE FiCFD # TR -38437 CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. APPROVED BY THE RIVERSM COUNTY RIVERSIDE COUNTY FIRE CERTIFICATION FIRE DEPARTMENT I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT. 1 10' R i W S Ca 1 / 0 TYPICAL SECTION UNDERGROLM UTLITY LOCATIONS (RIV. CO. STD. 817) NTS x elff I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 36437 IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF THE EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER TO SUCH TRACT. THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH TRACT ANY SPECIFIC QUANTITIES, FLOWS OR PRESSURE FOR FIRE PROTECTION OR ANY OTHER PURPOSE. EASTERN MUNICIPAL WATER DISTRICT 'C �' 4 1811.f DATE E.M.W.®. SEWER CERTIFICATION I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 36437 IS IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT'S SEWER SYSTEM MASTER PLAN, AND THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT WASTE FROM THE PROPOSED TRACT. EASTERN MUNICIPAL WATER DISTRICT M I - .zYi r :.: R.CeFeD" FIRE NOTES 4 ° DATE FIRE HYDRANTS SHALL BE CLASSIFIED IN ACCORDANCE WITH THEIR RATED CAPACITIES (AT 20 PSI 1:4 BAR RESIDUAL PRESSURE OR OTHER DESIGNATED VALUE) AS FOLLOWS: CLASS AA -RATED CAPACITY OF 1500 GPM OR GREATER (5,680 L /MIN), CLASS A -RATED CAPACITY OF 1,000 -1,499 GPM (3,785 -5,675 L /MIN), CLASS 8-RATED CAPACITY OF 500 -999 GPM (1,900 -3,780 L /MIN), CLASS C -RATED CAPACITY OF LESS THAN 500 GPM (1,900 L /M). ALL BARRELS ARE TO BE CHROME YELLOW, WITH TOPS AND NOZZLE CAPS PAINTED WITH THE FOLLOWING CAPACITY- INDICATING COLOR SCHEME TO PROVIDE SIMPLICITY AND CONSISTENCY WITH COLOR USED IN SIGNAL WORK FOR SAFETY, DANGER, AND INTERMEDIATE CONDITION: CLASS AA -LIGHT BLUE, CLASS A- GREEN, CLASS B- ORANGE, CLASS -C RED. HYDRANTS FOR COMMERCIAL USE SHALL BE RATED TO PROVIDE MINIMUM OF 1500 GPM AND WOULD REQUIRE LIGHT BLUE CAPS AND TOPS. NOTIFICATIONS AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL NOTIFY: 1. EASTERN MUNICIPAL WATER DISTRICT, FIELD ENGINEERING DEPARTMENT, (951) 928 -3777 EXT. 4830 2. COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, (951) 955 -6885 3. UNDERGROUND SERVICE ALERT (U.S.A.) 811 4. ALL OTHER AFFECTED AGENCIES THAT ARE NOT A MEMBER OF U.S.A. 0 E91 I ff ' !q rel - J TIME LIMITATION MOTIO-E TO 51006R5: DEVIZLOFER Uv4VFR5TAAItb IRAT A SET Ot= SPECIFICATI ®N5 F012 - MIS FROJECT Mu` 56 R FVIEt W AHPAPP90VED BY 5MWP W(DR'D OIIVIMO T14E M.IEGTTHESE SPEG- rICATIONS SHALL B MADE PA OF C3IDt61 7I14 Yoiit3l``1EN�, BIPPER9 MEE� LV UOI; 50 11 y P0WMC,NT`9 (FLANS AMP 9erz 5.) WHEg E1PL91OG T}IIS PRDJFGf, NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. I OWNER / DEVELOPER: THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX(6) MONTHS FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS TO BE REVIEWED BY THE DEVELOPER /DESIGN ENGINEER AND RESUBMITTED TO EMWD FOR POSSIBLE CHANGES IN MASTER PLANNED SIZING AND CHANGES IN SPECIFICATIONS AND STANDARDS. 17320 RedhiR Ave. BENCHMARK: ELEV.= 1363.503 Suite 356 CO. OF RIV. BENCHMARK NO. T- 41 -81, BRASS CAP Irvine, CA 92614 28' NORTH AND 30' EAST OF INTERSECTION OF Voice: 949- 2518821 BENTON ROAD AND VAN GAALE LANE. FAX: 949.251 -0516 PROJECT BENCHMARK: SURVEYORS FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH OF NORTHERLY END OF NORTHWEST CURB RETURN RCE No. 52496 AT THE INTERSECTION OF POURROY ROAD AND GRANVILLE DRIVE. ELEV.= 1376.50 DATE e 1 � LEIMVAR HOMES. 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817 -3500 COUNTY OF RIVERS®E I.D. U- 24/U -23 TRACT 36437 IP 13049 S.A. 43/34 SEWER AND WATER W.O. 13 -391 IMPROVEMENT PLAN C.O. TITLE SHEET AND GENERAL NOTES COORD. 1 4-A-08 COUNTY ® Q 9 SHT. 1 OF 13 FOR: LENNAR HOMES FILE NO.I D-_60802 0 I: \80308 \IMPLANS \SW\SW- Ot.dwg 3/12/15 ( DATE:3� DATE: FIRE SAFETY SPECIALIST EDWARD J. LENTH RCE NO. 052496, FIRE PROTECTION PLANNING DEPT. EXP. DATE: 12 -31 -16 WATER/ APPROVED BY: SEAL- ENGINEER EASTERN MUINI PAL WATER DISTRICT MOR ,J A/ gOpN9 4 8 -T J. (��� S C N U L T Z _4 �vF�OQ`\yQ CIVIL ENGINEER OF SUBDIVISIONS/ DATE No. 052496 m INITIAL DA E Exp. 12 -31 -16 PLANNERS ENGINEERS APPROVALS PROJECT ENG. D ©6 * k rl CIVIL �Q PREPARED UNDER THE SUPERVISION OF: OF rm TIME LIMITATION MOTIO-E TO 51006R5: DEVIZLOFER Uv4VFR5TAAItb IRAT A SET Ot= SPECIFICATI ®N5 F012 - MIS FROJECT Mu` 56 R FVIEt W AHPAPP90VED BY 5MWP W(DR'D OIIVIMO T14E M.IEGTTHESE SPEG- rICATIONS SHALL B MADE PA OF C3IDt61 7I14 Yoiit3l``1EN�, BIPPER9 MEE� LV UOI; 50 11 y P0WMC,NT`9 (FLANS AMP 9erz 5.) WHEg E1PL91OG T}IIS PRDJFGf, NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. I OWNER / DEVELOPER: THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX(6) MONTHS FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS TO BE REVIEWED BY THE DEVELOPER /DESIGN ENGINEER AND RESUBMITTED TO EMWD FOR POSSIBLE CHANGES IN MASTER PLANNED SIZING AND CHANGES IN SPECIFICATIONS AND STANDARDS. 17320 RedhiR Ave. BENCHMARK: ELEV.= 1363.503 Suite 356 CO. OF RIV. BENCHMARK NO. T- 41 -81, BRASS CAP Irvine, CA 92614 28' NORTH AND 30' EAST OF INTERSECTION OF Voice: 949- 2518821 BENTON ROAD AND VAN GAALE LANE. FAX: 949.251 -0516 PROJECT BENCHMARK: SURVEYORS FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH OF NORTHERLY END OF NORTHWEST CURB RETURN RCE No. 52496 AT THE INTERSECTION OF POURROY ROAD AND GRANVILLE DRIVE. ELEV.= 1376.50 DATE e 1 � LEIMVAR HOMES. 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817 -3500 COUNTY OF RIVERS®E I.D. U- 24/U -23 TRACT 36437 IP 13049 S.A. 43/34 SEWER AND WATER W.O. 13 -391 IMPROVEMENT PLAN C.O. TITLE SHEET AND GENERAL NOTES COORD. 1 4-A-08 COUNTY ® Q 9 SHT. 1 OF 13 FOR: LENNAR HOMES FILE NO.I D-_60802 0 I: \80308 \IMPLANS \SW\SW- Ot.dwg 3/12/15 SEWER LEGE TRACT NO. 30069 -2 SEWER ESTIMATE OF QUANTITIES 18" PVC WATER - - - - - - EXISTING SEWER MAIN LINE \ / \4.0. 424 5 4 - DD J / PER D -30455 8" SEWER MAIN 7467 LF OR PROPOSED BY OTHERS — J \ �\ 4" SEWER LATERAL PER E.M.W.D. STD. DWG. SB -177 3180 LF \ \ CHEROKEE ROSE ST. / p SEWER MAIN LINE \ \ 8" PVC WATER 9 PRECAST REINFORCED MANHOLE PER E.M.W.D. STD. SB -53 15 EA I \ / / T — — PO D -30457 EXTRA DEPTH MANHOLE (12' & GREATER) PER E.M.W.D. STD. SB -53 4 EA SEWER MANHOLE \ / / ! I{ I \ PRECAST REINFORCED SHALLOW MANHOLE PER E.M.W.D. STD. SB -30 1 EA CLEAN -OUT PROPOSED VARIABLE WIDTH TERMINUS MANHOLE PER E.M.W.D. STD. DWG. SB -58 4 EA BACKWATER VALVE 18 EA � A "� SEWER LINE WITH LATERALS I ! 1 EASEMENT TO BE Gf�ANTED I I I I \ r r \\ TIE INTO EXISTING SEWER 2 EA TO EMWD 8 " PVC _� I — --_L_ — ____� EXIST. 42.07 8 AC PAVEMENT PER E.M.W.D. STD. SA -47 1 EA BW BACKWATER VALVE TRACT BOUNDARY �/ _ I I , H r/ PVC WATER PER SAWCUT PROJECT REMOVE & REPLACE EXIST. AC PAVEMENT PER RIVERSIDE 5580 SF�� - - - - - - I D -30457 TO BE SITE E COUNTY STD. NO. 818 G / tOR TOP OF RIM - - � - -- -- - - - - -- -- -- _ -- , 9 f ! - °' - - REMOVED AND PO �, - F.H. l y - -.411111111 _ I 20' WIDE ACCESS ROAD (3" D.G. OVER 95% COMPACTED NATIVE) 5772 SF ` - -- -- EXISTING CLEANOUT _ _ 5 II MH N0. 19 6 REPLACED SKYVIEW ROAD Q EXISTING MH I f �36 7® 35 O 9' PR 8 l l r YATES ROAD d o WATER LEGEND I \\ ` ;' F H. Y MH N0. 22 " g' PVC ' \ MH NO. 26 / 1 WATER ESTIMATE OE QUANTITIES I z Avl 63 PR 10 PR ] a r CL `" ¢ 12" PVC, C -900, CL200 WATER MAIN PER E.M.W.D. STD. DWG. B -408 3363 LF - - - - - - EXISTING WATERLINE OR / r I \:, 34 O p O 1 0 i c�a ¢ T PVC, C -900, DR 18 WATER MAIN PER E.M.W.D. STD. DWG. B -408 3520 LF PROPOSED BY OTHERS I j J t >1 37 'II I TRACT BOUNDARY x WATERLINE PR 33 0 a v 12" CML &C WATER MAIN PER E.M.W.D. STD, DWG, B -408 300 LF I 62 Q -- - - "" - 8" PVC "STANDARD" WET BARREL I " t i MH N0. 25 Ill 1 � I I 2" PVC 1" WATER SERVICE WITH i" METER PER E.M.W.D. STD, DWG. B -590A & B -591_ 106 EA , \ 38 _ WATER SEWER PR FIRE HYDRANT, " (m ; I 064 O I I I WATER FIRE HYDRANT ASSEMBLY PER E.M.W.D. STD. DWG. 8 -362 19 EA (W /6"X4 7 X2 1/2 OUTLETS) II 61 0 i I VI A 8 " FxH RESILIENT SEAT GATE VALVE 5 EA � ! 32 * II BW BW ! D ' 8" FLANGED TEE 2 EA EXISTING FIRE HYDRANT, I o 5 I ( t MH N0: 21 (!! O EXISTING I1 12 F 1 II I I_- N.T.S. Z I i I !!0 39 � ' RIGHT OF WAY 8" HxH 45' BEND 11 EA — �C�QI GATE VALVE / FxF \ j pp 65 I pit 60 8YV h I I FVr TOWNSHIP 6 SOUTH, RANGE 2 WEST, SECTION 33 gA HxH 22 1/2' BEND 4 Ea IaKll — EXISTING GATE VALVE / FxF (° \` O F H O 31 ew I i ; M•M,122/72 73 8" FxH ADAPTOR 6 EA I I! 0 40 �I 13 OF .H I I PRESSURE REGULATOR APPLICATIO 8 "x6" REDUCER 4 EA GATE VALVE / HxH oo ( I O 66 I 0 59 F H I O i o J 30 PR BW 12" FxH RESILIENT SEAT GATE VALVE 12 EA v I i IRR I I f{I FxH ADAPTOR a o 3 f I Q PRESSURE REGULATOR REQUIRED ON ALL LOTS o I —� 8 PVC 14 0 i II I a 12" FLANGED TEE 4 EA 1� I f 1 Q I C�Tl 12 "x8 FLANGED TEE 2 EA �X $° REDUCER Q p 67 pit 58 WATER MH N0 18 LU Q Q 29 0 ! Bw L� BACKWATER VALVE A ICA 12" HxH 45' BEND 6 EA WATER SERVICE W /METER a I \ I i' = 2 01 ) E i > — 042 Bw 15 01 I BACKWATER VALVE REQUIRED ON LOT NUMBERS: 12" FABRICATED 45° BEND 8 EA I 28 PR - T 0 2, 3, 4, 5, 12, 13, 14, 15, 19, 20, 27 AIR- VACUUM &AIR RELEASE w 68 8 PVC U 57 j 1 i 2" FABRICATED VARIES I I O 8 Q 1 0 � 0 50, 54, 55, 56, 69, 99, 100 (VARIES) 5 EA ASSEMBLY LOCATED BEHIND oo CD 0 WATER I — ° I w « I S SIDEWALK IN PARKWAY PR 16 O A 12" FxH ADAPTOR 3 EA I! 0 43 O I ®EGA I F.H. BW i WATER LE FACILIT REDUCER 2 EA � BLUE REFLECTIVE MARKER (� ' Bw j ( 56 1. EXISTING 1 Bw a i I r� 12"x6" REDUCER 1 EA ;' 069 1 I ; 27 0 017 ( Q 2" WATER ON YATES ROAD PER TRACT NO. 30110, POTABLE WATER SAMPLING 44 i I E SEWER AND WATER PLANS, DRAWING NO. D -25817 12" END CAP 1 EA STATION 0 I PR BW F.H. - I u -1 55 12 PVC F.H. MH N0. 24 'I " ( I _ 1" AIR VACUUM &AIR RELEASE VALVE ASSEMBLY PER E.M.W.D. STD. 5 EA IRRIGATION SERVICE NO METER 72 (� r % ] 1 7O I I� ,i 0 2. PROPOSED 8" WATER AT CHARLIOS RD. AND A$ELIA STREET DWG. 8 -598 ¢ g I _ '` � 1 ! ! � - 26 PR � 0 18 I , I ! WATER � �, u I ! � 0 � PER TRACT N0. 30069 -2 OFFSITE WATER AND SEWER PLANS RETROREFLECTIVE PAVEMENT MARKER 19 EA 6" BLOW -OFF ASSEMBLY + I IRR1 S RV_ MH NQ. 27 8" I 0 45 101 ! I cm DRAWING NO. D -30457 0 0 AV/A V. EWER pit 54 ® H Nl < 23A I I I JOIN PROP. WATERLINE 2 EA MH O PRESSURE REGULATOR m I I N0. 20 25 0 I c� 00 SEWER LE NT FACILITIES 1" WATER SERVICE WITH 1" METER PER E.M.W.D. STD. DWG. B -591 2 EA I j l BW 01 I 1. EXISTING T SEWER ON YATES ROAD PER TRACT NO. 30110, 2" WATER SERVICE WITH 2" METER PER E.M.W.D. STD. DWG. B -344 2 EA O � I ' �� 0 53 � 46 0 19 I 100 I — �! A a ° SEWER AND WATER PLANS, DRAWING NO. D -25817 " PR IF 6 x1 -2 1/2" BLOW -OFF PER E.M.W.D. STD. DWG. B -357 1 EA o© O - j 240 jl BW PR BW I a RELOCATE EXISTING WATER METER PER E.M.W.D. STD. DWG. B -965 3 EA ° 73 8" PVC Z® c c F M ! 1 - - 1 0 4] I - 23 pit I MH N 017 ®II 1 12 PVG I ER �..o PRESSURE REGULATOR 101 EA INDICATES SHEET NUMBER 52 � I �_..� ���� WAT � ��� -� Q. !. ! r �. . _�. .. u.. .. - 11 Q � -MH NO. 23 II _. I WATER 11 POTABLE WATER SAMPLING STATION PER E.M.W.D. STD. DWG. B -935 1 EA a 7 ` CONCRETE CAP PER B -408 67 LF �I ! 0 ��- 6 77. I 1 048 PRl 21 98 !I 1 - - - -, -- - -- - 8 5111 220 N F.H. MH N0. RAA 83 082 081 ' R 80 �] I sEwER 49 1 MH NO $' PVC VATLR H N0. MH NQ, 13� MH 0. 14� , ` E SEWER ; = I . e . ti _�. F8' E ER �I S.S.. 50 TRACT NO. 301100 s MH N0 11 M .D. 352/67-73 g0 ®, 12" . VC To �E ry 1 8 PV ; ! H. L _.; HA 94 95 I t I I TRACT; BOUNDARY x. a 1 - _ e 30' W 1�6 f A -fo WAT R I A ` L IER ® _ �1 An1 ro H 93 96 97 U) 3 WATER r - - - -- L... ! s 1 I r a - - - -- 184 86 87 I r f ,µ r E XISTING ® o — — — — — — — it 85 -r'I -- � , ',i" ) I ' RIGHT OF WAY m u _ A —� = ��_—�, v. _ Pff pit 9 PR _ l W _ - - - - -- — — �_. „ s r 9 PR — — _ f.✓ Fri. X77 �,:�- 8 _ / Tt,7 f T +Z I I o co ( ( MH Nf . I SEWER I - -- - -- -- I i ai l s y/ r �� j,. I. M.M.12'ZIX 7� - ttttf� - � 1 d n s z 12 PVC 13 m o vi <./ II I . III t I Y " MH N0. 8 MH N0. 9 k90 89 88 wATER r i ,II MH 7 + EXISTING 18 1 , N0 € � r RBI. �lFI �SER�. U J J { II I jl i E i s STORM 3 8 I S R DRAIN I I z m o o , _ a- SEWER SEWER z _ _ _ _ _ MH 0. 10 U _ -�_- - - -- - -- --------- - - - - -- -____ -_ - - -- _ __ _ A__ _ -- — — — - — J -- F.kl:� i I – — – n. 12 PVC -- < � � - i EXIST. 12" PVC WATER 6 LLJ TRACT BOUNDARY � � t- �� -, -- � r.� ��. � EXIST. 12" PVC WATER K - PER D -25817 PER D -26755 35 +08.00 WATER z z ® EXIST. M.H. 46 REMOVE EXIST. END CAP ALEGRE VISTA RD. V/A°- C °A- NY /(�/a° RMN GS z < o o PER D -25817 YATES AD T AND JOIN EXIST 12 R.S. �6�D (U NIMPROVE D) „- N D JOIN EXIST. u = _ -- CHARLOIS RD. �..:_ >. , . s. w UNIMPROVE m z S HEET' NDEX MAP CD 0 cn U Q-0 w o PRESSURE ZONE. 1627 t�i0 LLJ o o Q Q� WA'iM /SEINER APPROVED BY: E GNEER Y F- BENCHMARK: ELEV.= 1363.503 COUNTY OF RIVER I.D. U- 24/U -23 Know wwsbelo w. mu EASTERN MUNICIPAL WATER DISTRICT Ld Suite 350 CO. OF RIV. BENCHMARK NO. T- 41 -81, BRASS CAP I 81 # #� > af QRpF €SS /0 U oil._ 28' NORTH AND 30' EAST OF INTERSECTION OF BENTON ROAD AND VAN GAALE LANE. /� TRACT 36437 IP 130049 S.A. 43/34 a 4Q p J. G z CLc� SEWER AND WATER W.O. 13 -391 ; TOP AND BOTTOM ELEVATION CALLOUT FOR ALL PROPOSED OR EXISTING UTILITIES AND FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. WALL THICKNESS FOR ALL UTILITIES AND FACILITIES PROPOSED OR EXISTING I BY INSTALLING CONTRACTOR MAY VARY DUE TO MANUFACTURER'S TYPE, USE AND SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL EXISTING AND PROPOSED UTILITY AND FACILITY CROSSING LOCATIONS SHOWN ON THESE SCALE 1" =100' PLANS PRIOR TO INSTALLATION TO ENSURE THE TYPE OF MATERIAL HE HAS CHOSEN MEETS THE MINIMUM Too 50 0 loo zoo 300 SEPARATION REQUIREMENTS OF THE EASTERN MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS. I 1 a < Q PRESSURE ZONE. 1627 WA'iM /SEINER APPROVED BY: E GNEER 1va20ReaitlRAve. BENCHMARK: ELEV.= 1363.503 COUNTY OF RIVER I.D. U- 24/U -23 Know wwsbelo w. EASTERN MUNICIPAL WATER DISTRICT MORSE Suite 350 CO. OF RIV. BENCHMARK NO. T- 41 -81, BRASS CAP I 81 # #� QRpF €SS /0 Irvine, CA 92614 28' NORTH AND 30' EAST OF INTERSECTION OF BENTON ROAD AND VAN GAALE LANE. /� TRACT 36437 IP 130049 S.A. 43/34 4Q p J. G S C H U 6 T z veioe: 949 u1 e621 SEWER AND WATER W.O. 13 -391 ; CIVIL ENGINEER OF SU$DNiSI NS DATE ti a FAX: 949- 2514516 PROJECT BENCHMARK: IMPROVEMENT PLAN INITIAL DA E 0 No. 052496 m a Ex 12 -31 -16 PLAN H E R S E N G I N E E R S SURVEYORS FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH OF NORTHERLY END OF NORTHWEST CURB RETURN C.O. ��++ PROJECT ENG. 0 I APPROVALS p. # * `�q �rVll �Q' PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 AT THE INTERSECTION OF POURROY ROAD AND GRANVILLE DRIVE. ELEV =1376.50 94DEX MAP AND DETAIL SHEET COORD.I4 -A -08 I A FREE PUBLIC SERVICE PROVIDED BY F� ^ �^ SHT. OF 3 MARK BY APPR REVISIONS DATE CAUF SCALE: COUNTY UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ENGINEER EMWD i DATE '�"+ �� AS SHOWN FOR: LENNAR HOMES FILE NO. D 5'0603 I: \80308 IMPIANS SW\SW- 02.dwg 3/27/15 0 w COURSE DA N o BEARING z 2 ♦ Q 292.60' L2 V 80.00' z LJ o N 0 of 0 m o �y M U 0 z w z N U o z 0 O m 0Q d — i V) Q C() Is 0 _ ¢o LLJ ~ �_ L � U LLJ w z z �� w m� Z m o J Z U U 0o ui 0 > H vj 0 L 0 Q q 1 Y W WQ U d z ao Qa ME MEN No EEOEM ME so Oman 0 NO m MEMO MEN 0 ME EMEN r ME EMOMME ■ ON MEN! MEN ;.•� m 1 m � ME ■ so MEN Ism a MEN JILL$ Enz I I 0 w COURSE DA N o BEARING z 2 ♦ Q 292.60' L2 V 80.00' z LJ o N 0 of 0 m o �y M U 0 z w z N U o z 0 O m 0Q d — i V) Q C() Is 0 _ ¢o LLJ ~ �_ L � U LLJ w z z �� w m� Z m o J Z U U 0o ui 0 > H vj 0 L 0 Q q 1 Y W WQ U d z ao Qa WATER/SEWER APPROVED BY: EASTERN W41C WATER D ISTRICT CIVIL ENGIN'EER OF SU BDIVISIO NS ... WAIN REVISIONS 1' 9 +87.00 ALE GRE VISTA RD.� =36 +28.73 YATES RD. 12" FLG'D TEE II w 12" END CAPS) (11 a 12" FxH RSGV {W,S) ° W /ITS PER B -660 6� ITS { 10 +00.00 ALEGRE VISTA RD. i! 36 +48.73 YATES ROAD i I I PARCEL Map 8502 I P.M. 0 0 34/47-46 PAR. 5 10 +06.00 ALEGRE VISTA RD. SANER =36 +33.73 YATES ROAD 6' W OF Z 12 +98.60 ALEGRE VISTA RD. =9 +26.54 CHAMBORD STREET SEWER LINE COURSE DA BEARING DI Lt N 0`02'56" E 292.60' L2 N 0'26'24" W 80.00' C M.H. NO. 9 ALEGRE VISTA RD. 10'x10' AC PAVEMENT Z M.H. NO. 11 EXIST. R/W PER P.M.8502 PER SA -47 EXIST. 'R/W _ — P.M.B. 34/47 -48. — — — XIST. DIRT ROAD L1 ` WROUGHT IRON FENCE WITH 16' WIDE GATE AND ; T PH_ASTERS PER LANDSCAPE PLANS, GATE I FTRAC BOUNDARY LOCKED AND KEYS TO EMWD� � 6' I n1 20 1D' I it I 1 � II I I 5 f 1412.1 1417.0 I i I I I 1 I YATES ROAD SEE SHEET 5 ALEGRE V I STA II j 3 1417.4 CUT EXIST. 8 PVC SEWER 1 j ' I I1 I fIi Y I Ii & INSTALL M.H. N0. 5 I Y I I Y 1 I END S I IY I SEWER& CONNECT 8 I1 Yi I I If I IYI I i RI I I 19 I B I 19 I II I IYI EXIST. 8" PVC WATE i it I i�I IY 6' E OF t 1 j j PROTECT -IN -PLACE I I j IY PER D -25827 IY �/ 0 ' I l LL 1 10 +00.00 YELLOWSTONE ST. =23 +24.19 YATES ROAD I 10 +06.00 YELLOWSTONE ST. ( i I cO =23 +30.19 YATES ROAD i I - - __ - -- - - -- - - - - -- -- (L M.H. NO. 6 I y i - -- - - -� -� - �- - -- EXIST. M.H. NO. 35 PER D -25827 TO BE REMOVED EXIST. 8 __PVC,.SEWE & REPLACED. BEGIN REMOVAL ( I I ° "w` PROTECT -IN -PLACE IYI I Y I EXIST. 8" SEWER N'LY. I I 6 , PER D -25827 1 9 II 11 I EXIST. 80.00 L.F. -8" SEWER 1110`1 20` 20' 1910 11 I TO BE REMOVED &REPLACED 19 AS SHOWN 1 1 ( i f 1 i 1 19 IY I _4 12' 20` 1 I IY i 1 9 if I I 11 I f (I RO I Y YATES BANDELIER ROAD SEE SHEET 4 PER D -25817 ( IN FEET ) 1 inch = 40 It 7.� y r z J d r VmMMMMMM " 7 PAR. COS BEARING DISTANCE L1 N 89'57'58" W 35.00' L2 N 89'57'58" W 295.19' L3 N 88'57'58" W 329.81' MEMOS Wd uj R /W_ PROJECT BENCHMARK: No. 052496 m Emmoommo��mm o 8502 � OF NORTHERLY END OF NORTHWEST CURB RETURN * * M AT THE INTERSECTION OF POURROY ROAD AND `l ClVII �Q' GRANVILLE DRIVE. 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COS BEARING DISTANCE L1 N 89'57'58" W 35.00' L2 N 89'57'58" W 295.19' L3 N 88'57'58" W 329.81' Wd N Wd uj R /W_ PROJECT BENCHMARK: No. 052496 m EXIST. 8" WATER I WATER LINE COURSE DATA " 7 PAR. COS BEARING I DISTANCE L6 N 89 °57'58" W 1 65.62' m W z " 7 PAR. COS V) o r- N ®� � 1 O C ® z Wd N Wd uj R /W_ PROJECT BENCHMARK: No. 052496 m � o 8502 � OF NORTHERLY END OF NORTHWEST CURB RETURN * * M AT THE INTERSECTION OF POURROY ROAD AND `l ClVII �Q' GRANVILLE DRIVE. ELEV.= 1376.50 9TF " CAI-\F SCALE: W 0_1 Cn m o UJ a oct, z ° � (n I= U ® =o J o z z z r O O F` ® (0 = 00 tZ U a0 + +�NNCC CJ CO c ��W V) o w N ®v� II zo W CO !-® 1- m + ~ �_ + N of N W CL X W Z Q W GL oQ z � uj Cf) O m 1— Z I— O Z U U N � 0 O W O � O u) w QC Z Q Y W Lu LJ Q U O 0- Of z dm QQ 1 111 REVISIONS I I EXIST. 8 SEWER l PER D -25827 TO i I A I 10 +30.00 YELL04 M.H. NO. 5 INSTALL NEW M4 It I I ------ - - - --- 24 +13.07 ELECT. X -ING 8" SE BOT ELECT. = 1403.31 SAWCUT /REMOVE & REPLACE EXIST. PAVEMENT PER RIV. CO. STD. NO. 818 WATER/SEWER EASTERN ` WATE D IST R ICT " e r CIVIL ENGINEER OF D ATE PROJECT ENG. m rim I 8" SEWI i' N OF o BOT 24' RCP-140 z TOP 8" SEW = 1398.10 PER PM " 7 PAR. COS I r- N ®� I 1 O �a11V8e�. 34L/4�o BENTON ROAD AND VAN GAALE LANE. FG Wd N Wd o z o EXIST. R /W_ PROJECT BENCHMARK: No. 052496 m � f PER PM 8502 PLAN NERS A N N E R S E N 6! N E E R S SURVEYORS OF NORTHERLY END OF NORTHWEST CURB RETURN * * M AT THE INTERSECTION OF POURROY ROAD AND `l ClVII �Q' GRANVILLE DRIVE. ELEV.= 1376.50 9TF " CAI-\F SCALE: 2 DATE � 1 V�_ Cn UJ a oct, z ° � I= o® =o o m oz�rg o F` ® (0 = 00 tZ U a0 + +�NNCC CJ CO =N ��W o w N ®v� II O W CO !-® 1- ® + CC + N of N W CL X W N W GL SAWCUT /REMOVE & REPLACE EXIST. PAVEMENT PER RIV. CO. STD. NO. 818 WATER/SEWER EASTERN ` WATE D IST R ICT " e r CIVIL ENGINEER OF D ATE PROJECT ENG. m rim I 8" SEWI i' N OF o BOT 24' RCP-140 z TOP 8" SEW = 1398.10 PER PM SEAL- ENGINEER " 7 PAR. COS BENCHMARK: ELEV.= 1363.503 r- r, ®� o PARCEL MAP a 502 ®� 1 O �a11V8e�. 34L/4�o BENTON ROAD AND VAN GAALE LANE. FG Wd N Wd SEAL- ENGINEER I 17320 Redhin Ave. BENCHMARK: ELEV.= 1363.503 MORSE Suite 350 CO. OF RIV. BENCHMARK NO. T- 41 -81, BRASS CAP Q�pFESS /0 Frvine,CA92614 28' NORTH AND 30' EAST OF INTERSECTION OF J. t F A 5 C ® u t T z Voice: 949 - 251-8821 BENTON ROAD AND VAN GAALE LANE. FG FAX: 949-251-0516 X O� W Q �F PROJECT BENCHMARK: No. 052496 m � FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH C W n W- Exp. 12 -31 -16 � PLAN NERS A N N E R S E N 6! N E E R S SURVEYORS OF NORTHERLY END OF NORTHWEST CURB RETURN * * PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 AT THE INTERSECTION OF POURROY ROAD AND `l ClVII �Q' GRANVILLE DRIVE. ELEV.= 1376.50 9TF " CAI-\F SCALE: 2 DATE � 1 V�_ H: 1 " =40' V: 1 " =4' PARCEL IM AP 6502 P.M. 34/46 PAR. 5 35 +01.60 6Xt�T. WATV. METER. MOC-,AU- IDAYOIC7 VWY nt=1z STt? W4. IMA4r9q1 O + SAWCUT /REMOVE & REPLACE EXIST. PAVEMENT PER RCTD p F NO. 818 N M W _ Z �_ I � LLJ 12" WATER Lii W -26755 _ Z e ' er GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. COUNTY OF RIVERSKDE I.D. U- 24/U -23 TRACT 36437 IP 130049 S.A. 43/34 SEWER AND WATER W.O. 13 -391 IMPROVEMENT PLAN C.O. YATES ROAD - STA. 21 +60.00 TO 30 +50.00 COORD.14 -A -08 COUNTY SHT. OF13 FOR: LENNAR HOMES FILE NO .I® D- 5�8D�! PER D -25827 i T co z �i I I I ° z 2i 21+77.11 " I i w 30" RCP X -ING 8 SEW 1 9 I I -r z BOT 30 RCP = 1398.03 C) ! z a i TOP 8" SEW= 1395.38 I EXIST. 8" SEWER + PER D -25817 PROTECT -IN -PLACE i� �7 I lop �- - -- --- __------ -- � � � -I -- _ _ __ __ _ - - -- -- - L1 22 +00 23+00 _ e - EXIST 12" WATER �y EXIST. 30" SD 23 +11.78 PER D -25817 _ PER TR. N0. 30110 e $ X-(Ri; S' SEA EXIST. EDGE 8" SEWER BOT 8" WAT= 1399.17 OF PAVEMENT 6' N OF It- TOP 8" SEW = 1395.93 23 +24.19 YATES ROAD EXIST. 170.19' -8" PVC SEWER 10 +00.00 YELLOWSTONE ST. TO BE REMOVED & REPLACED AS SHOWN N CT N, 300110 :. 35�!��'67-73 EXIST. R/W PER TR. 30110 1 EXIST. CURB & GUTTER `14 PROP. Et EXIST. EDGE OFIPAVEMENT OF PAVEh - -- -- -- -- -- - - -- - - - - - -- - - -- - -- -- - - -- -- - - -- - -- -- - - -- m - - -- L3 - � 26 +00 N, 27 +00 28 +00 2400 -- -- - -e - -- - � - �=- -1 - - - � EXIST. 12" WATER E PER D_26755 _ _ _ _ _ _ _ _ _ P 28 +52.08 EXIST. 18" SO EXIST. EDGE " EXIST 18 SD PER TR. 30110 OF PAVEMENT 24 RCP X -ING 8 SEW PER TR 30110 ti H Q ! Q C. W YE W O Cr d 2 cc W W 0) r \QVJUc \IMF 110 \JVV \JVV - U�.u"y J/ i c/ i J co ¢� i Uu N X O� W N � aO ? Cr PROP. x w w a + d) r a; lo o o� & GU' 1 EXIST. CURB & GUTTER `14 PROP. Et EXIST. EDGE OFIPAVEMENT OF PAVEh - -- -- -- -- -- - - -- - - - - - -- - - -- - -- -- - - -- -- - - -- - -- -- - - -- m - - -- L3 - � 26 +00 N, 27 +00 28 +00 2400 -- -- - -e - -- - � - �=- -1 - - - � EXIST. 12" WATER E PER D_26755 _ _ _ _ _ _ _ _ _ P 28 +52.08 EXIST. 18" SO EXIST. EDGE " EXIST 18 SD PER TR. 30110 OF PAVEMENT 24 RCP X -ING 8 SEW PER TR 30110 ti H Q ! Q C. W YE W O Cr d 2 cc W W 0) r \QVJUc \IMF 110 \JVV \JVV - U�.u"y J/ i c/ i J mM ■ ■■■ DISTANCE L1 N 89'57'5_8" W 150.00' ■ N 88'57'59" W 433.73' ■ N 89'57'39" W 136.50' N 89'57'58" W ■ ® N ■ ® ■ ® ■ ■ ®■ 308.33' ® ® ■ ■ ■ ■ ®® � M M ■ ■� L LI LLI !■ ®! ■ ■ } ! W :D ■ ! - -- _:_— .------ m - - - - -- o ! ■ ■!! - -- -- V ■! ! z z N ■■ O !! z 0 z ■! PER PM 8502 ■ ■■!�■!■®rm !!! o O ■■ ■ Q ■ ■ ■!!■ m Q ■!! � ~ ■ �_ ■ ■ ■■ ■■ MIN ■I no V z !!! z ■ ■! C7 ■ ■!!! OV z W ■! M ■!■ o ! ■ ■■ o IME ■■ ■■ ■■ oC ■ o > !!! ~ F ■ ■■ u) w O a ■w ■■ z Q F- Y W ■■■ ■■ ■� ®1■ !!■! V ■ ■ ■■ x !! ■!!!i■■!■ d Q ■lF! d ■■!!! ■� ■1 ! i ■■!■m ■!!i!!!!!!! ■�!!�■!!! ■��I� !!i!� !� ■ ■ ! ■!!■ ■!! ■■ ■■■ ■ ■ ■■! ■ ■! ■ ■ ■ ■! !■■ Ii no 000 ■�, Vii!! ■■ ■!! ■■ i■�!!■1 ■■! ■ ■■ ■w � ■I!! ■ i! ■ ■!!!!!! ■■ !!■! �����■■ ! ■■ ■ ■! ■! ®r! ■■ ■ ■ ■ ■! i� ■■ �!� SEEN ! ■� ! ■ ■■!! om ■��! ■ ■ ■� Pitt !N !!� ®�® / !, s !� ®ts ■�!! ®��® � ■rte " IN mosomm ■ ■ ■ ■ ■ ■ ■ ■■ ■! ■! ■ ■ ■ ■i ■ ■ ■■� ■ ■ ■ ■ ■1w 1 IS ■! !!!! ■ ■ ■!! ®�..l= ■ �L_��{„�'!:�:! !! ■! ■ !■! ® ■! !!!!! !!■■ ■! �i■ �� ■ ■!!■■ !!!!!■ ■■.�.��■ ■■ ■■ ■ !tee ■ !1 ■■■i■ ■!!a ■ ■!■w!■!■� ■! ■!!! ■ ■■■■■ !rN■!1 ■ r ■ ■! ■ ■!■ ■ ■■ ■ ■!!� ■■ 1i�........! ■ ■ ■!I ! ■ ®It ! ■! l ■ ■ ■! ■� ■!!!! ems■■ ■IS��� -. �� ! ■■■■ �! 0 MOM MINE _ , MEN Pro mill ft MEN rem ®��LCS......... NEW SEWER LINE COURSE DATA WATER LINE COURSE DATA BEARING DISTANCE L1 N 89'57'5_8" W 150.00' L2 N 88'57'59" W 433.73' L3 N 89'57'39" W 136.50' CD W WATER LINE COURSE DATA (n BEARING_ Z L4 � 89'57'58" W 578.73' L5 N 89'57'58" W 101' L6 N ® z 38.18' L7 N 89'57'39" W 308.33' ■_■ o cn — � M M L LI LLI M N L1 ®! } cri W :D 0) LLl - - -- _:_— .------ m - - - - -- o It N - - 1 - -- -- V 0 - z z N W m? O ■!! z 0 z z PER PM 8502 ■■!�■!■®rm 0 o O Q Q , ! A J m Q Li z o � ~ �_ � w �of W V z Z_ z ZD 0 C7 OV z W m M o CD o Q oC o > 0 ~ vi ~ F d w o u) w O a Q z Q F- Y W � Q V _ � � !! O CL x z d Q d Q REVISIONS EMWD ■■ WATER LINE COURSE DATA ®■ BEARING_ DISTANCE L4 N 89'57'58" W 578.73' L5 N 89'57'58" W 101' L6 N 45'02'02" E 38.18' L7 N 89'57'39" W 308.33' REVISIONS EMWD ■■ EXIST. R/W ®■ a SEWEF PER PM 8502 ° o ® 6 N OF O PROP. CURB C; z 0 & GUTTER + = ! !® ■_■ ® — � M L LI LLI M N L1 ®! } LLl - - -- _:_— .------ - - - - -- - - 1 - -- -- T— _. —__— ®■! PROP. EDGE EXIST. R/W ■!! OF PAVEMENT PER PM 8502 ■■!�■!■®rm EXIST. 12' PVC PER D -26755 REVISIONS EMWD ■■ ®■ ■ ! !® ■_■ r ®! ® ®!!!�! ®■! ■!! ■■!�■!■®rm ®■i■■■ _ � � !! ■�, Vii!! ■■ ■!! ■■ i■�!!■1 ■■! ■ ■■ ■w � ■I!! ■ i! ■ ■!!!!!! �����■■ Pitt IN ■� ®�..l= �L_��{„�'!:�:! !■! ® ��� !!■■ �i■ �� ■ ■!!■■ ■■.�.��■ ■■ !tee r ■ ■ ■■ ■■ 1i�........! ■ ®It l ■w�:L��■��! ems■■ ■IS��� -. �� ! ■■■■ �! _ , MEN Pro mill ft MEN rem ®��LCS......... NEW _1.��� ��� „ tom._ �© ■� ■!■ �N� ®����! ®01��� ®11� ,i '�i 7 ��J-.F��_. VA �!/1!!■■!!!■■!! ■ ■1_�e 31 !■ i r i I r 3 35+00 SEE SHEET 3 PA!? EL M P.M.:. 3 �� I ]_ I i� S -I_ • 9 R/W � i w 39 +67.06 YATES ROAD =10 +13.99 BALFOUR LANE 12” HxH 45' BEND PARCEL MAP 85002 !P.M.:. 34147 -48 IPA. b E itV ' a SECTION AT STA. 37 +83.63 SCALE: 1 " =10' 1 � 7 I 1 1 I WATER LINE CURVE DATA SEWER LINE CURVE DATA YATES OA re ®, a®®.ea .� ST E E T SEE SHEET 5 SEE SHEET 7 LENGTH DELTA RADIUS LENGTH Cl 919'22" 1800.00' 261.46' I 165.13' Irvine, CA 92614 TRACT 36437 IP 130049 o9ROFESS J. S C w u d T z Veke: 949 - 251.3321 BENTON ROAD AND VAN GAALE LANE. SEWER AND WATER W.O. 13 -391 �No. FAX: 949- 251.0516 PROJECT BENCHMARK: OVEMENT PLAN ■� m � P LANNERS ENGINEERS SURVEYORS FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH OF NORTHERLY END OF NORTHWEST CURB RETURN AL LANE -STA. 10 +13. 9 TO 12 +80.61 C.O. k * sT PREPARED UNDER THE SUPERVISION OF: RCE No. 52486 AT THE INTERSECTION OF POURROY ROAD AND ZOLA CIRCLE - STA. 10 +00.00 TO 12 +63.74 COORD.14 -A -08 C /V11 �Q 9pF� F GRANVILLE DRIVE. ELEV. 1376.50 Ls O �� F CAL GALE: �■ N qQ Ci DATE 2� ` H: 1' ° =40' V: 1 " =4' FOR: LENNAR HOMES LEN67 FIL D--, D8Q7 ` , . 6 t' ■ ■■ ■■■ � l�s� ■+��rr. ®���� ® � ■ ■■ ■ ■■' ■ ■ ■ ■ ■� ■ ■■ �■ ■■Iiiii�i , ■ ■ _�® ■ ■ tEE iii ■ ■ ■ ■■ ■ ■=ME ■ ■■ ■■ ■ ■ ■■ ■ ■■ �■■■ ■ SEES ■■ ■ N No ■■ ■■■ ■■ ■ I■ ■ SEES ■ ■!� _ BEE! ° ,e rr.Ir■I.IIrIIrI_ N►I ®® ® ■■ SEES■ ■M ■■ mo� ■ ■ tN ■ -_. , ■ ■■■■■■■■ ■ ■SEEN ■■ ■■NNE a - E '"�'�! s A , 1- - SEES■■ ■■ E ■ ■ ■EE I ■■■ SEES ■N■NNNN EEE N ■EE ■® ■�® ESN ■■EN■N E E■ :, ME EMAIL m�m on ■NE■ ■ ■ ■® SEES ■■ ■ ■■ N E ■ ■■N■■■E ■ ■ ■E N ■■ _ �.,...° ®■■BEN on a ■ ES ®� ENi NN ■N ■ ■■ ■ ■N E 1 �E� ■ N■ •. e _ s!. i. ��{jjj a MEN on 0 N am on 0 ■■ EE _ en ® �r■�N � � ■ ��.r ■■ ■ ■■ SEES■ . ®�. ®_ ■ ■ ■��I1 ■ENE ■ ■ ■■ N ■ on so _ _� MIR ME ME 0 on MIR 0 0 OEM son IS ■■ ■£�.... E ■■ ■ ■ N ■ NNE ■ ■E SEES _�.® ■ ■NNE■■'■ ■ ■a■EE ■ E■ ram® ■■■ ■ E ■■ ® ®SEES ■ NE ■ ■■■■E ®�IIIII ES ■ E■' ■ ■ E ■ ■ ■ ■ ■■ EE■s■■ LM ■ ■■ EE=m E■ ■N ■■ ■ N ■ _.SEES �N ■ ■ ■ ■N ■■ NE■ I ■ ■ ■■N ■■ MEMO -0 momma LNE ar �N■E�EN■■N ME NE ■■ ESE ■ ■■ ■ ■ ■■ ■ ■■ N NN eE ■■ N■ ■N SEES NN■ E ■ ■■ ■ ■ ■ ME ■ ■�N■ ■ ■ ■ ■ N� ■ ■ E■ ■■ ■ ■■N E ■_ ■_ ■_■E_ ■ ■■ ME 0 0 OMEN EE ■ ■ E ■ a EE NN ■ ■ ®® ■ESE ■■ ■ N■■ SEES =1010001 ■ ■■■ ■ ■ ■ ■ ■■�■ ■ ■ ■NIs"Tr- w-FIMME ■NEE ■ ■E E E ®® ■■■ SENSE■■■ ■■N■■■NN ■■N ■ I ■ E� � _ .=._E MEE 1 � 7 I 1 1 I WATER LINE CURVE DATA SEWER LINE CURVE DATA YATES OA re ®, a®®.ea .� ST E E T SEE SHEET 5 SEE SHEET 7 LENGTH DELTA RADIUS LENGTH Cl 919'22" 1800.00' 261.46' 1 � 7 I 1 1 I WATER LINE CURVE DATA T PVC, DELTA RA01US LENGTH C2 15"37'28 311.00 84.81' -_ 11$00 iz +a0 _ 1412.1 / !y L2 ® "' - 12 +91.61 BALFOUR LANE - - - _ =12 +63.71 CHAMBORD STREET w - - -- - - - -- - - - - -- - - - -- < °o ` I � ° z ( 1 +97.94 12 +80.61 BALFOUR LANE �°� ® j 1" IRRIGATION WATER SERVICE \\ =12 +76.71 CHAMBORD STREET oN w ® W/0 METER (B -590A) 12 FLG'D TEE V) ww m ! / o w W/ BACKFLOW DEVICE (B -597A) �) 12" FxH RSGV (S,E) a wQ • �'m _ -- - - - - -- - - - - -- 12"x8" FxF REDUCER (W) 10 +00.00 m > ®> ( m - - 12 +43.61 1 1411.1 g' FxH ADAPTOR (W) 8 22.5 BEND o° ® rn® s `r F.H. ASSY. (8 -362) �'.- 1 8"x6 "HFxFDREDUCER M� z x - 1 o y F.H. ASSY. (8 -362) CD M oM N I ! + z 10 +48.00 1" A.V&A.R. (B -598 CD C14 ii II r ( I I 18" RCP X -ING 8" WAT. 7 BOT 12" WAT. = 1395.17 TOP 18" RCP= 1393.83 SEE SHEET 7 CHA STREET 1423.5 J U O N N N o 0 V) Z CD = O�W 72 1423.1 9 74 1423.1 00 0 75 1422.7 ROYAL COURT SEE SHEET 9 71 70 55 I 1422.5 1422.3 1421.7 1 1 I 8" SEWER 12 +46.64 54 VARIES N OF 8 INAT X -ING 8'SEw BOT 8" WAT= 1413.00 1421.8 TOP 8" SEW = 1406.36 12 +63.74 ZOLA CIRCLE - - =12 +95.05 R OYAL COURT o - E MANHOLE NO. 15 0 0 Cl 1 41t 0 - I - 80 = L3 1420.8 0 12 +57.74 ZOLA CIRCLE _ =12 +89.05 ROYAL COUR e \\ 12 +46.74 ZOLA CIRCL =12 +78.05 ROYAL COU L T PVC, C -900, DR 18 14 1 COt1NTY OF RIVERSIDE I.D. U- 24/U -23 ®I L2 MORSE S "ire 350 CO. OF RIV. BENCHMARK NO. T- 41 -81, BRASS CAP 28' NORTH AND 30' FAST OF INTERSECTION OF < - - - - - FLG'D IEL ' , - - - 8" FxH RSGV (N,W) 8" FxH ADAPTOR (S) 11'SOF I 165.13' 7 1422.4 GRAPHIC SCALE 20 40 w 160 52 77 1 0 I o j 2 0. 1418.9 1421.7 f l ! \ SEE SHEET 9 ROYAL COURT ( IN FEET ) 1 inch = 40 ft. REVISIONS SEAL - ENGINEER 17320 Redhiu Ave. BENCHMARK: ELEV.= 1363.503 COt1NTY OF RIVERSIDE I.D. U- 24/U -23 /0 L2 MORSE S "ire 350 CO. OF RIV. BENCHMARK NO. T- 41 -81, BRASS CAP 28' NORTH AND 30' FAST OF INTERSECTION OF L.3 S.A. 43/34 I 165.13' Irvine, CA 92614 TRACT 36437 IP 130049 o9ROFESS J. S C w u d T z Veke: 949 - 251.3321 BENTON ROAD AND VAN GAALE LANE. SEWER AND WATER W.O. 13 -391 �No. FAX: 949- 251.0516 PROJECT BENCHMARK: OVEMENT PLAN 052496 d Exp. 12 -31 -16 m � P LANNERS ENGINEERS SURVEYORS FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH OF NORTHERLY END OF NORTHWEST CURB RETURN AL LANE -STA. 10 +13. 9 TO 12 +80.61 C.O. k * sT PREPARED UNDER THE SUPERVISION OF: RCE No. 52486 AT THE INTERSECTION OF POURROY ROAD AND ZOLA CIRCLE - STA. 10 +00.00 TO 12 +63.74 COORD.14 -A -08 C /V11 �Q 9pF� F GRANVILLE DRIVE. ELEV. 1376.50 Ls O �� F CAL GALE: N qQ Ci DATE 2� ` H: 1' ° =40' V: 1 " =4' FOR: LENNAR HOMES LEN67 FIL D--, D8Q7 WATER LINE COURSE DATA BEARING I DISTANCE Lt N 4507'31" E 22.72' L2 N 912'40 E 250.53' L.3 N 89 4720" W I 165.13' 1411.3 1416.0 I O / � I it PVC, C -900 DR 18 13 E OF - - -- - - - -- - -� I \ 7 11 \ o 80 / • r r r 1: \80308 \IMPLANS \SW\SW- 06.dwg 3/12/15 WATER LINE CURVE DATA III DELTA RADIUS LENGTH C2 2616'38" 311.00 143.13' C3 1 1211'00 511.Q0 108.66' L6 N 89°4720" W 139.12' L7 W_89°47`20" I W 175.34' L8 N 89°47'2(1" W 60.75' L9 N 78'01'40' E 140:50' 110 N 78'01'40" E 275.07' Lt t N 33'05'23" E 15.57' TOP 8" SEW= 1404.74 I {' tli tt6 1418.7 B T 8" SEW= 1406.10 i C�a TRACT 36437 IP 1 0049 S.A. 43/34 LCrn 7 I BENTON ROAD AND VAN GAALE LANE N W.O. 13 -391 49 I 141 18 +10.26 TO 24 RCP 0 I Saw 1417.0 _ ■ __ _ NNE 1418.3 ®� 6" F.H. ASSY. COORD.14 -A -08 W ■ii w v o N - ■ii■ SHT. 7 OF1y� (8 -362} FoR: LENNAR HOMES s ® D ®BG� z z 10 +37.94 @ z - ° Il a 1 +51.85 CHAMBORD ST. =40' V: 1 =4' 14+62.85 CHAMBORD ST. 17 +57.64 ` o w 9 . za o 24 RCP X -ING WAT. - ® BOT 8" „WAT =1404.42 ° z 1415.0 J 1412.1 130 xwr m w N e _ +89.00 ROYAL COURT 1411.1 I 12 x8 FLG'D TEE 24 RCP X -IN SEW ER BOT 8 SEW= 1405.17 111 1 „ \ „t - ® a w 1� ��_ . -`� 20 3810 I =10 +00.00 ROYAL COURT 8" ME all ■ � ss � E. �■il�a.� ■ N �WE. ® ®�N rt` ■��N �■ «Rl .;, ■■ ILy7? ® �� ®o ®_ - _ n _. - ® • s ��N ®... ■® ■ � ■N e { • a a ® �N • ® e e N�i 6 ���� ■® ® ■ ■■ a ® • a , ■ �N • • 'a � • . a (f ® ®. . _ i- N■ fw._._y _ . � _ � ��� � f 0 0 ' fi e • ' �yya,( . f i ® � � ■ ® ®'� ■® ®t N ■��� �■ ®N wli �.` ` _. tt __ 'fir N ��f� � ■ ®. fNN r.:. �. 1.. y N Ni■ �1 ■r I -. _ s � . �..- N r= ■N ■III - _`ESN ■® ■ ■ ■I ■i ®N1 ■■ ■ ■ ■® ■1�■■ - �■ ■lid° .. - �!�■ __ ■��■■ ■■ ® • _ ° �, ail ■■ N ■ ■ ■■ .. ; � ! ■■■ ■ �, �I� ��® ■N ® .. N■■ t a� -o . .! 0 8 " - i�i®+9f��IGi � a ... .. • • 1, r 1 . i e F '" �R� _ �� r !. ■■ ® �.. .. R �` . ® E f . ■ �.f ��� ■�I �■ ■�• � ®��� . ■�i�� � - �.����N - Y ® •• , ®! ' ! -. m ®�1 a •.. . _ 0I =� ® / ` .6 WATER LINE CURVE DATA III DELTA RADIUS LENGTH C2 2616'38" 311.00 143.13' C3 1 1211'00 511.Q0 108.66' L6 N 89°4720" W 139.12' L7 W_89°47`20" I W 175.34' L8 N 89°47'2(1" W 60.75' L9 N 78'01'40' E 140:50' 110 N 78'01'40" E 275.07' Lt t N 33'05'23" E 15.57' TOP 8" SEW= 1404.74 I {' tli tt6 1418.7 B T 8" SEW= 1406.10 i C�a TRACT 36437 IP 1 0049 S.A. 43/34 LCrn 7 I BENTON ROAD AND VAN GAALE LANE SEWER AND WATER W.O. 13 -391 49 I 141 18 +10.26 TO 24 RCP 0 I Saw 1417.0 �� rho 1412.1 1418.3 1 1N 1 \V 6" F.H. ASSY. COORD.14 -A -08 W PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 w v o N - SHT. 7 OF1y� (8 -362} FoR: LENNAR HOMES L UNTY Q/ a NO.IG G D ®BG� z z 10 +37.94 @ z - ° Il a 1 +51.85 CHAMBORD ST. =40' V: 1 =4' 14+62.85 CHAMBORD ST. 17 +57.64 ` o w 9 . za o 24 RCP X -ING WAT. - ® BOT 8" „WAT =1404.42 ° z 1415.0 J 1412.1 130 xwr m w N e _ +89.00 ROYAL COURT 1411.1 I 12 x8 FLG'D TEE 24 RCP X -IN SEW ER BOT 8 SEW= 1405.17 111 1 „ \ „t - ® a w 1� ��_ . -`� 20 3810 I =10 +00.00 ROYAL COURT 8" ME all ■ � ss � E. �■il�a.� ■ N �WE. ® ®�N rt` ■��N �■ «Rl .;, ■■ ILy7? ® �� ®o ®_ ��N ■® __ ® ■ ■■ a IS _ N■ fw._._y . � �. ��.. � ��� � f 0 0 ■ 0 ! ' fi e • ' �yya,( . f i ® � � ■ ® ®'� ■® ®t N ■��� �■ ®N wli �.` ` _. tt __ 'fir N ��f� � ■ ®. fNN r.:. �. 1.. y �1 ■r I -. _ s � . �..- N r= ■N ■III WATER LINE CURVE DATA III DELTA RADIUS LENGTH C2 2616'38" 311.00 143.13' C3 1 1211'00 511.Q0 108.66' 1Z WAI A - INU O 3CYa ° ° ® - 17 +94.39 BOT 12" WAT =1408.50 SEE SHEET 8 & - o ° 94 �r- - ---�- TOP 8" SEW= 1407.14 {p m c o¢ 34 x53 RCP RCP X -ING 8 S 1 BOT. 42" = 1417.0 a + + 1407.21 ''' TOP 8" SEW = 1406.13 20 +36.42 11{ ® =o om �w RO COURT 17 +59.64 CHANTILLY CURT 24 RCP W =1 8 SEW { 11 1 u BOT 8' SEW =1406 29 w 8" WATER LINE COURSE DATA # SEWER 1 N OF � BEARING 1711'48" DISTANCE L5 N 6325'10" W 38.91' L6 N 89°4720" W 139.12' L7 W_89°47`20" I W 175.34' L8 N 89°47'2(1" W 60.75' L9 N 78'01'40' E 140:50' 110 N 78'01'40" E 275.07' Lt t N 33'05'23" E 15.57' w 8" Of 6' SEWER 1 N OF � 14 +51.85 x 8 SEW SEE SHEET 1711'48" g 1 149.01' WAT X -ING SEW BOT 8" WAT = 1410.23 SEE SHEET 10 8" SEWER TOP 24 RCP = 1405.27 111 1 II w °- mz U) a WAT -ING 1 I I TOP 8" SEW= 1405.96 6 N OF +89.04 CL 0 e� _ a. z BOT 8" WAT = 1405.75 Q S inch = 40 ft. ' 11S 1 RCP X -ING SEW i o 1417.4 2 COUNTY OF RIVERSIDE I.D. U- 24/U -23 TOP 8" SEW= 1404.74 I {' tli tt6 1418.7 B T 8" SEW= 1406.10 i C�a TRACT 36437 IP 1 0049 S.A. 43/34 LCrn 7 I BENTON ROAD AND VAN GAALE LANE SEWER AND WATER W.O. 13 -391 49 I 141 18 +10.26 TO 24 RCP 0 I Saw 1417.0 �� rho 1412.1 1418.3 1 1N 1 \V 6" F.H. ASSY. COORD.14 -A -08 W PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 w v o N - SHT. 7 OF1y� (8 -362} FoR: LENNAR HOMES L UNTY Q/ a NO.IG G D ®BG� z z 10 +37.94 @ z - ° Il a 1 +51.85 CHAMBORD ST. =40' V: 1 =4' 14+62.85 CHAMBORD ST. 17 +57.64 ` o w 9 . za o 24 RCP X -ING WAT. - ® BOT 8" „WAT =1404.42 ° z 1415.0 J 1412.1 130 xwr m w N e _ +89.00 ROYAL COURT 1411.1 I 12 x8 FLG'D TEE 24 RCP X -IN SEW ER BOT 8 SEW= 1405.17 111 1 „ \ „t - ® a w 1� ��_ . -`� 20 3810 I =10 +00.00 ROYAL COURT 8" U�0-C ] P 24 • r TO RCP= 1403.23 0 0 v. 12" FxH RSGV (E,W) 5 6' N+ OF TOP 24 RCP = 1403.91 t �d ;' ° s rn�mN O = 6`"` 2" IRRIGAT N WATER i __� n z o FxH ADAPTOR (N} � Ld ° w \ 8" SEWER + +� oO 1413.8 } = SE 1/ICE /0 METER o ® ® 9+26.54 CHAMBORD ST. 4 CURB P VARIES N/S OF j1t v P m ~ 14 8.88 15 +12.00 !/ _ EVIC L � _ ---- 1 •, 4 A z ® =12 +98.60 ALEGRE VISTA RD., ACCESS RAM r K), ca 36 RCP X -ING 8 SEW a POT. WATER - , ( 3 FLOW E 41�`MIM� SAMPLING STA. SD 13 �/ l Imo_ °� 9.73 /� 97A) MANHOLE NO. 11 �o ® BO 8 "SEW= 1403.86 �� p. 3 `, op TO 36 RCP = 1402.86 (B - RO _ s 1 RCP X -IN 8 WAT. w N - - - -- -- == BOT 12 WAT. 1408.66 20 +34.69 1- 1-- ° I ®. _.. ^' _ 1 . . ' GS CRADLE.. : ' i _ ��- --' t1 18 +Q7.76 o d ' 1 J _ m 11 ; CMLC &C PVC A PTOR TOP 18" RCP= 405.73 Q o v> P - -'t \ 12 HxH 45° BE p * L1 PROP. 24 SD C1 is oa s �: e = itt 18 +05.76 20 +45.71 CHAMBORD T. LLJ W w w o + _ i + _ __ _ 1 1 A.V. & A.R. =10 +00.00 ATHENA CT. ' am O cn a ° " C2 _ - _ _ - _ _ L8 = C3 -�� 111 (8 -598) TYPE B 12" HxH 45° BEND cc U E9'®i L6 i� _ ____ ��T �_==� 111 T °7 +95.76 r�0 _ _ ::D w fl z w > ® - - - -- \N 34 x53 RCP X -ING 8 WAT. 1416.8 `] z 0 m v M - ®z ``'rm1 w -- __ 17 +59.64 CHAMBORD T. �= 111 BO`T 12" WAT.= 1411.59 Q / M - o o _ �� / PROP. - 36" SD - =9 +89.00 CHANTILLY C URT ° N1 z . Q w cn +(r -- .', ,, .,...... 1 1417.7 0 O v r r a x co - ii d 12 "x8" FLG'D TEE r \ 17 TOP 83.72 RCP = 1411.16 1416.1 Q ® ¢ w c>_ , i rn 13 +60.5 7 . r � J LO 84 af 0- m o m r f 3 RCP X -ING 12 WAT. /� 15 +18.34 12" FxH RSGV (E W) m _j 11 CMS. &C PVC ADAPTOR Cr) of } � w r ` v 7 ✓ tf, BOT 12" WAT.= 1403.77 / i 6" F.H. ASSY. ; z 12 "x8" ADAPTOR (N) ¢ ¢ o t1t }® z O v> ¢ a (B -362) i�o 1 (� , , v v 111 5 / ( / 0 _ I I 1417.4 0 l 1417.1 ° °' ��' 2 0 17 +70.64 CHAMBORD ST. w w I- i o x 1416.4 1414.0 I 13 +32:75 0 1n o 1417.3 F- o= w > w ALF LAN 3 RCP X -ING 12 WAT. a 1 �°' = N 9 z o � ¢ ' �yw 6�� " a r o 1417.9 r z =i 0 +00.00 CHANTILLY COURT SEE SHEE g 3 rVC, C -900 DR 18 BOT 12 WAT.= 1403.26 =o z Q F w w o _ -" m 8" PVC, C -900, DR 14 11' S OF " SEE SHEET 6 TOP 30" RCP = 1402.26 v J 1417.4 3 ^ +:m 12" PVC, C -900, DR 16 0 p a oao ~v 11' S OF 13 +16.69 no ° 14 +95.71 CHAMBORD ST. r n O h O 12 76 71 CHAMBORD ST 18 RCP X -ING i WAT. ooto z 1417.9 11' S OF `� fA SEWER LINE CURVE DATA Of RADIUS c� w 1711'48" 700.00 1 149.01' r i z mz U) a cc O v SEWER LINE CURVE DATA DELTA RADIUS I LENGTH Ct 1711'48" 700.00 1 149.01' W A 10tW.W TO NIA. 11 +37. rim 12 +19.63 + goo ¢ 3 RCP X -ING 12 WAT. P X -ING WAT. =12 +80.61 BALFOUR LANE BOT 12" WAT. = 1403.41 Z 24 RC BOT 8" WAT = 1404.45 12" FLG'D TEE TOP 18" RCP = 1401.44 cf io BOT 12" WAT.= 1406.52 12" PVC, C -900, DR 18 Q TOP 24' RCP = 1403.32 12" FxH RSGV (S,E) TOP 36" RCP= 1403.05 a 12 +63.71 CHAMBORD ST. 12 7x8" FxF REDUCER (W) 12" PVC, C -900 DR 18 11 S OF O =12 +91.61 BALFOUR LANE 8" FxH ADAPTOR (W) W w 1- F w 11' S OF (L GRAPHIC SCALE o OZ h C5 Q Y F- W a CL 0 e� a. z IV-k Q E ASTE RN M APP � R B CIVIL ENGINEER OF DATE PROJECT ENG. N � ■- 1 a ■N I� IIIIIIIIIIIII, SEAL - ENGINEER No. 052496 Exp. 12 -31 -1 40 0 20 40 80 180 E W O ( IN FEET) IY S inch = 40 ft. g ReahiE Ave. BENCHMARK: ELEV.= 1363.503 COUNTY OF RIVERSIDE I.D. U- 24/U -23 CC 17320 MORSE suite 350 Irvine, CA 92614 CO. OF RIV. BENCHMARK NO. T- 41 -81, BRASS CAP 28' NORTH AND 30' EAST OF INTERSECTION OF TRACT 36437 IP 1 0049 S.A. 43/34 Q S C M U t T z Voice: 949- 251 -9821 BENTON ROAD AND VAN GAALE LANE SEWER AND WATER W.O. 13 -391 Fax: 949.251 -0516 PROJECT BENCHMARK: IMPROVEMEN PLAN C.O. FD. CONIC. NAIL SEI IN TOP OF CURB 1 FT. NORTH 0:5 PLANNERS ENGINEERS SURVEYORS OF NORTHERLY END OF NORTHWEST CURB RETURN CHAMB STREET - STA. 10 +00.00 TO 20 +64.8 COORD.14 -A -08 W PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 AT THE INTERSECTION OF POURROY ROAD AND GRANVILLE DRIVE. ELEV.= 1376.50 SHT. 7 OF1y� Z SC " " FoR: LENNAR HOMES L UNTY Q/ a NO.IG G D ®BG� DATE !2 ?®ems =40' V: 1 =4' I: \80308 \IMPLANS \SW\SW- 07.dwg 3/27/15 T 1 7 S�R�� O 1417.0 SEE SHEE , 10 +18.22 1416.1 , 1 18" RCP X -ING 12" WAT. w BOT. 12" WAT.= 1408.60 TOP 24" RCP = 1405.26 2ro 10 +05.98 10 +55.18 12" WAT X -ING 8" SEW i/ ASSY. BOT, 12" WAT.= 1408.50 (B -362) TOP 8" SEW.= 1407.14 W 12 PVC, C -900, DR 1 11'WOft y _ I LENGTH C2 1 1418.3 1419.0 Cy 13 +10.56 6 H ASS` a (B -362) ui m o z m LD z 10 +{ 0:00 ATHENA CT. z Q ¢ =20 +45.71 CHAMBORD ST. A v < Q 12" HxH' 45° BEND '' Q A 03 ®`O o o n d a o 0 z 0 I z a o co � _ = woo W W I rr O Q U W Z U z Z O® O + + O O Pro- p _ V` Z c ) 0 ® r 8 c0 O CV Z w c � II +� = z � j II 0 Q ¢ O > O ~ co ~ I a w O LLJ O ¢ F Q w ui Q v o� rr z W 0 aQ BY REVISIONS v z w J O) o CD z 1417.7 0 M • PROP. 24" SO Lt 13 +25.16 18 RC X SEW BOT. $" SEW=1 408.64 TOP 24" RCP = 1406.99 13 3.68 O 1 WAT X -ING SEW BOT, 12" WAT= 1411.60 100 TOP 8" SEW = 1408.75 ED 10 1 1418.9 13 +33.68 ATHENA COURT 17 1419.7 1 =9 +89.00 DECATUR LA E 12" FLG'D TEE 12" FxH RSGV (S 12 "x8" FxF REDUCER N) 8" FxH ADAPTER (N) 1 1420.4 1 +46.68 ATHENA COURT +00.00 DECATUR LANE ® _L �R /W co z ° 1 V 2 1420.5 V Q 1421.1 �� r � 1514Do I I . 1 ® 1 WATER LINE CURVE DATA 12 PVC, C -900, DR 1 11'WOft y _ I LENGTH C2 1 1418.3 1419.0 Cy 13 +10.56 6 H ASS` (B -362) PROP. 24" SO Lt 13 +25.16 18 RC X SEW BOT. $" SEW=1 408.64 TOP 24" RCP = 1406.99 13 3.68 O 1 WAT X -ING SEW BOT, 12" WAT= 1411.60 100 TOP 8" SEW = 1408.75 ED 10 1 1418.9 13 +33.68 ATHENA COURT 17 1419.7 1 =9 +89.00 DECATUR LA E 12" FLG'D TEE 12" FxH RSGV (S 12 "x8" FxF REDUCER N) 8" FxH ADAPTER (N) 1 1420.4 1 +46.68 ATHENA COURT +00.00 DECATUR LANE ® _L �R /W co z ° 1 V 2 1420.5 V Q 1421.1 �� r � 1514Do I I . 1 ® 1 WATER LINE CURVE DATA If DELTA RADIUS _ I LENGTH C2 11'00'54" 1 361.00 1 69.40' WATER LINE COUR DATA BEARING _� DISTANCE L4 N 11 °50'54" W 34.33' L5 N 0°50'00" W 234.09' L6 N 0'50'00" W 566.36' 15 13 1421 J 1421.0 y 1422.4 BMV O 15 +78.56 5' SEPARATION BETW F.N. ASSY. 'W (8 -362) SST. & FIRE H) - 7OT - O a° 1 � m W a moot �. uj ! I n ay 1425.1 r a a ° W a _u-- co = x_ +i 00 x �0 to 8 e ® I l i I 1 \ I y f / ii z 1421.8 1422.4 1423.2 1424.2 W 1425.1 1 I l M o � ! f p si d V) ==) t 1424.8 co w U SEWER LINE CURVE DATA If DELTA RADIUS LENGTH Cl 1 1948'51" 500.00 94.37' SEWER LINE COURSE DATA _ BEARING DISTANCE L1 N 950'00" W 380.00' L2 N 0'50'00" W 381.58' SEAL - ENGINEER No. 052496 a \ Exa. 12 -31 -1 8" PVC, C -900, DR 18 11'IN OF� 12 11 10 ( j423.2 1424.1 7 424.8 17 WATER LINE CURVE DATA # DELTA RADIUS LENGTH C2 3434'48" 289.00 174.42' WATER LINE COURSE DATA # BEARING DISTANCE L3 N 950'00" W 289.05' L4 N 0'50'00 W 446.63' L5 N 33'24'48" W 20.43' CH AMBORD STREET SEE SHEET 7 ( I PROP. 36" SD 12 +39.50 77 78 6" F.H. ASSY. I 10 +19.63 1412.1 (B -362) 1421.7 IT WAT. X -ING 3 S.D. BOT 8" WAT = 1405.75 I I BUT 8" WAT.= 1405.75 TOP 8" SEW = 1404.74 TOP 36" RCP = 1402.92 T PVC, C -900, DR 18 9 +89.00 ROYAL COURT 10 +42.96 11' W OF It =14 ± 51.85 CHAMBORD ST. I p, 8 WAT. X -ING 1 S.D. 12"x8" FLG D TEE W BOT 8" WAT.= 1405.86 R/W p LLJ 1 ♦ 8 12" FxH RSGV (E,W) - -= \ \ TOP 24 RCP = 1404 .86 - -® - Q \ \\\\ \ \\ , w O? L '' m O cn U p > Z J ® Z m T ZO Z I- O Q 0 d p < z o ca LLI ~ �_ cr_ W U Ld z Of z ¢ 0 z Of cj U Of w z m� 0 O U >o O w C U O Q U d I Y �- C) ®Q U O � of z G! o � Q¢ 19 +26.37 ROYAL CT. =10 +00.00 LINE X R" PV('. C- 900_ DR 1R 8" FLG'D TEE J �_ I Er ER o�oao O o 0 6'E O_ N O Z Z 6i U 8" SEWER 1427 4 °+ S Q r VARIES E OF gn0 60 }N 00 00 7 5 °� VARIABLE WIDTH EASEMENT N N J 1425.7 1426.4 U z GRANTED TO EMWD PER n 1422.5 1423.3 1424.1 1424.9 ® 1 420.8 0 °"- = 1421.8 w V DOCUMENT N0. co� rn C a � o RECORDED + + + + N a 1426.9 EASEMENT SHALL BE KEPT N N NN !i n + CLEAR OF BUILDINGS AND r SEAL - ENGINEER �F p J. \ ell �n c0 No 052496 a Exi) 12 -31 -1 ;T. c \ \ 3 10+38.41 R / W \\ 8 SEW. PNG 18 SID. BOT 8" SEW. = 1404.15 TOP 24" RCP = 1403.2 8" SEWER nl ® ® 6'EQFC e ° 50 51 52 1413.8 1416.3 1418.9 e SEWER LINE CURVE DATA DELTA RADIUS LENGTH C1 2957'35" 1 500.00 1 182.91' SEWER LINE COURSE DATA # BEARING DISTANCE L1 N 0'50 W 289.05' L2 N 0 50'00 W 429.94° i r x t : \80308 \IMPl_ANS \SW \SW- 09.dwg 3/12/15 19 +26.37 ROYAL CT. =10 +00.00 LINE X R" PV('. C- 900_ DR 1R 8" FLG'D TEE J �_ I Er ER o�oao O o 0 6'E O_ N O Z Z 6i U 8" SEWER 1427 4 °+ S Q r VARIES E OF gn0 60 }N 00 00 7 5 °� VARIABLE WIDTH EASEMENT N N J 1425.7 1426.4 U z GRANTED TO EMWD PER n 1422.5 1423.3 1424.1 1424.9 ® 1 420.8 0 °"- = 1421.8 w V DOCUMENT N0. co� rn C a � o RECORDED + + + + N a 1426.9 EASEMENT SHALL BE KEPT N N NN !i n + CLEAR OF BUILDINGS AND r SEAL - ENGINEER �F p J. \ ell �n c0 No 052496 a Exi) 12 -31 -1 ;T. c \ \ 3 10+38.41 R / W \\ 8 SEW. PNG 18 SID. BOT 8" SEW. = 1404.15 TOP 24" RCP = 1403.2 8" SEWER nl ® ® 6'EQFC e ° 50 51 52 1413.8 1416.3 1418.9 e SEWER LINE CURVE DATA DELTA RADIUS LENGTH C1 2957'35" 1 500.00 1 182.91' SEWER LINE COURSE DATA # BEARING DISTANCE L1 N 0'50 W 289.05' L2 N 0 50'00 W 429.94° i r x t : \80308 \IMPl_ANS \SW \SW- 09.dwg 3/12/15 r SEAL - ENGINEER �F p J. \ ell �n c0 No 052496 a Exi) 12 -31 -1 ;T. c \ \ 3 10+38.41 R / W \\ 8 SEW. PNG 18 SID. BOT 8" SEW. = 1404.15 TOP 24" RCP = 1403.2 8" SEWER nl ® ® 6'EQFC e ° 50 51 52 1413.8 1416.3 1418.9 e SEWER LINE CURVE DATA DELTA RADIUS LENGTH C1 2957'35" 1 500.00 1 182.91' SEWER LINE COURSE DATA # BEARING DISTANCE L1 N 0'50 W 289.05' L2 N 0 50'00 W 429.94° i r x t : \80308 \IMPl_ANS \SW \SW- 09.dwg 3/12/15 SEWER LINE COURSE DATA # BEARING DISTANCE L1 N 0'50 W 289.05' L2 N 0 50'00 W 429.94° i r x t : \80308 \IMPl_ANS \SW \SW- 09.dwg 3/12/15 i r x t : \80308 \IMPl_ANS \SW \SW- 09.dwg 3/12/15 WATER LINE CURVE DATA # DELTA RADIUS LENGTH C3 11'00'54 4 6 1 .00 88.63' C4 1635'51" 589.00 1 191.47' WATER LINE COURSE DATA # BEARING DISTANCE L4 N 11'50'54" W 63.50' L5 I N 950'00" IN 1 609.83' SEWER LINE CURVE DATA # DELTA RADIUS LENGTH Cl 1 1612'30" 500.00 132.72' C2 1 1635'51" 606.00 175.32' L1 N 0'50'00 "" W 159.34' L2 N 3°19'35" E 55.15' L3 N 0'50'00" W 395.49' s 'T FEEl / 4 BOO? SHEEN 7 49 1420.0 1420.5 �JE "`, 1418.3 1419'2 11 +52.50 18" RCP X -ING 8" WAT. 10 +07.96 BOT 8" WAT. = 1412.01 WAT ;1 1 24" RCP X -ING 8" WAT. TOP 18" RCP = 1406.88 BAT 8" WAT -1410 26 LU z BOT 8" WAT= 1410.23 1 + TOP 24" RCP = 1403.92 3 o `' 11 +84.18 8" SEW X- G 114068" RCP 9 +89.00 CHANTILLY COURT , 0 TOP 8" SEW = 1405.96 C> = ' \ 1 +00 z ® Q 9 ;94.00 1 + v `' BOT 8" S .= .38 TOP 24" R P= 1405.38 v, s o 1417.9 � 24 RCP X -ING 8" WAT C C1- w {h Q BOT 8" WAT = 1410:09 ®- FAX:949- 251 -0516 o � zQ� m TOP 8" SEW = 1403.83 } z - CD Ut Uw Q - - -- - -- - 1421.0 1- z m o `' 9 +89.00 CHANTILLY COURT , ` = - - = = C> = ' \ 1 +00 - Irvine, CA 92614 00 U.1 w :D o W cn =17 +59.64 CHAMEORD ST. C C1- o r12-31-16 N w o m FAX:949- 251 -0516 PROJECT BENCHMARK: M zQ� m Q O } z - 12" FLG'D TEE 12" FxH RSGV (N,E,W) Ut Uw Q - - -- - -- - -- -- P C A N N E R S ENGINEERS SURVEYORS z of m (J ® 0 O d 12 "x8" REDUCER (N) O GRANVILLE DRIVE. ELEV.= 1376.50 z 0- o J o z 1417.7 10 +06.00 CHANTILLY COURT \c 101 e �{„ SEWER N Hy a =17 +72.65 CHAMBORD ST. _ 0- MH NO. 15 _ _ , ; - 8" SEWER v z: 2' E OF c� = a ° VARIES E OF a , M v Z - -- --- " -- l s'F� ® 22 00 } Q 23 1419.8 1420.3 25 Co N 1420.8 - Q ca W z z :D ® P V ol , 7 c� I z h ®o H� SH EET 1418.7 w p V >- 1417.3 SEE 13 +19. 1- Z m BENCHMARK: ELEV. = 1363.503 O MORSE Suite 350 CO. OF RIV. BENCHMARK NO. T- 41 -81, BRASS CAP C> Q� (!) Irvine, CA 92614 28' NORTH AND 30' FAST OF INTERSECTION OF � . O O w S c w U 1 T 2 O P 6j of C O o r12-31-16 N w o m FAX:949- 251 -0516 PROJECT BENCHMARK: Qv zQ� m w FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH Uw Q P C A N N E R S ENGINEERS SURVEYORS OF NORTHERLY END OF NORTHWEST CURB RETURN of (J RCE No. 52496 O d sT CIVIL \R gTF O GRANVILLE DRIVE. ELEV.= 1376.50 z 0- SCALE: DATE 2 \ ® H: 1 " =40' V: 1 " =4' Q Q 8" SEW. X -ING Cr RCP BOT 42 "RCP = 1409.80 TOP 8" SEW.= 1408.31 3 ( q 2 D ) 1 ? 424.0 LO N 0 �z m N J 00 a + F 33 r c� 1425.4 2 1424.7 SEAL- ENGINEER 17320 Redhill Ave. BENCHMARK: ELEV. = 1363.503 MORSE Suite 350 CO. OF RIV. BENCHMARK NO. T- 41 -81, BRASS CAP Irvine, CA 92614 28' NORTH AND 30' FAST OF INTERSECTION OF S c w U 1 T 2 Velce: 949 251 BENTON ROAD AND VAN GAALE LANE. - -8821 r12-31-16 FAX:949- 251 -0516 PROJECT BENCHMARK: m FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH P C A N N E R S ENGINEERS SURVEYORS OF NORTHERLY END OF NORTHWEST CURB RETURN PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 AT THE INTERSECTION OF POURROY ROAD AND sT CIVIL \R gTF GRANVILLE DRIVE. ELEV.= 1376.50 L'r CALkF SCALE: DATE 2 \ ® H: 1 " =40' V: 1 " =4' I' 1426.3 LINE % Af SEE SHEET 11 cm r� yob I I Tin) T -- <� n v 15' �p Tim, z � 30' WIDTH .ESMT. 0 ° l GRANTED TO EMWD PER >- DOC. NO. RECORDED zl ! EASEMENT SHALL BE KEPT O CLEAR OF BUILDINGS AND 0 C° OBSTRUCTIONS r � (� o0 i \\ \ Iss v 1 w \ v Z °� J w W M o to cV Z Z N Q - w 3 1426.3 I I I I I GRAPHIC SCALE n 20 40 80 160 �l i L" 43 1 38 1422.1 42 41 40 39 1422.6 1423.1 1423,6 1424.3 1425.1 N . " 4v +m 4 r I r r 1 r I: \80308 \IMPLANS \SW\SW- 10.dwg 3/12/15 • I N . " 4v +m 4 r I r r 1 r I: \80308 \IMPLANS \SW\SW- 10.dwg 3/12/15 TRACT NO. 30069-2 M.B. 4 7 ® 8" cn 8" FXH RSGV (S,E) 8 "x6" FxF REDUCER 8" FXH RSGV (S,E) 6" F.H. ASSY. (B -362) 1" A.V.&A.R (8 -598) L2 N 32'05'12" U e °z N 6328 °09" E 142.99' L4 N 89°55'34" o ® � N 45'00'00" W L6 N 19°27'33" W 0 m O U' v >1 z � oZ o z o m r d �i r < cn U- w = Qo ~ Of Of _ o U-1 m z� oQ Q CJ ry Z w of 0 m� z OD ® ZD o Q N x ui p W O zaF- du CD w v o of Z a_ O Q d a- 13 +37.27 W 8" HxH 49 BEND !' 12 +04.24 1 13 +46.27 J . 8" HxH 22.5 BEND FT HxH 22.5' BEND RETAINING WALL WITH _ WROUGH IRO FENCE RETAINING WALL WITH BLOCK VARIABLE WIDTH EASEMENT ® r IPX 4 13 +00 GRANTED TO EMWD PER DOC. NO. ,ti 20144- RECORDED n `� EASEMENT SHALL z9E KEPT CLEAR OF 20' STORM DRAIN EASEMENT BUILDINGS AND OBSTTRUCTIONS. 09 /� 4� 4 CURB EASEMENT TO BE PVC, C -900 ACCESS RAMP o o r� C • C (� NitN 1h �, �` TRACT MAP ON FEN DR 18 G 33R , w - O 1426.3 F N. 1427.9 10 +61.25 ;. ! ® 8 HxH 22.5 BEND Eff #75010 , =19 +26.37 ROYAL COURT 8" FLG'D TEE 8" FXH RSGV (S,E) 8 "x6" FxF REDUCER 8" FXH RSGV (S,E) 6" F.H. ASSY. (B -362) 1" A.V.&A.R (8 -598) @) BUYER/BUILDER TO PROVIDE UNOBSTRUCTED ACCESS 1 DRIVABLE SURFACE WITHIN EASEMENT AS APPROVED ii BY THE DISTRICT. REVISIONS EMIR NMI C , i(� • =13 +46.68 ATHENA COURT i 1 9 +89.00 DECATUR LANE I =13 +33.68 ATHENA COURT 1419.7 12" FLG'D TEE 12" FxH RSGV (S,E) 12"x8" FxH x' REDUCER ( 8" e L /W D 18 1 t PVC, C -900, DR 18 ri !! 13'SOFll_� I 1419.0 10+06.00 I I 1 1 11 +36.03 12' WAT. X -ING 9' SEW i 6" BLOW -OFF BOT. 12" WAT =1411.60 ; I i 418.9 (B -357) TOP 8" SEW. =1408.75 III ! I I 10 +15.90 12" WAT. X -ING 18" RCP ATHE COURT BOT. 12" WAT.= 1411.56 TOP 24 RCP= 1407.15 SEE SHEET 8 11 +52.36 12" WAT. X -ING i 8" RCP BOT. 12" WAT. =1411.12 TOP 18" RCP = 1408.97 I I 6 =17 +45.72 11 +73.00 =17 +32.72 WATER LINE COURSE DATA ® w BEARING _�_ DISTANCE L1 N 54'35`12" E 20.00' L2 N 32'05'12" E 41.25' L3 N 6328 °09" E 142.99' L4 N 89°55'34" W 133Li7 03, L5 N 45'00'00" W L6 N 19°27'33" W C , i(� • =13 +46.68 ATHENA COURT i 1 9 +89.00 DECATUR LANE I =13 +33.68 ATHENA COURT 1419.7 12" FLG'D TEE 12" FxH RSGV (S,E) 12"x8" FxH x' REDUCER ( 8" e L /W D 18 1 t PVC, C -900, DR 18 ri !! 13'SOFll_� I 1419.0 10+06.00 I I 1 1 11 +36.03 12' WAT. X -ING 9' SEW i 6" BLOW -OFF BOT. 12" WAT =1411.60 ; I i 418.9 (B -357) TOP 8" SEW. =1408.75 III ! I I 10 +15.90 12" WAT. X -ING 18" RCP ATHE COURT BOT. 12" WAT.= 1411.56 TOP 24 RCP= 1407.15 SEE SHEET 8 11 +52.36 12" WAT. X -ING i 8" RCP BOT. 12" WAT. =1411.12 TOP 18" RCP = 1408.97 I I 6 =17 +45.72 11 +73.00 =17 +32.72 CHARLOIS ST. DECATUR LANE CHARLOIS ST. 12' FLG'D TEE 12" FxH RSGV (N,S) 12" FxH ADAPTOR (W) I WATER LINE COURSE DATA # BEARING DISTANCE L7 N 89'10'00" E 184.00' 40 i s GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. &.11 10 +20.00 8" HxH 22.5° B SEE SHEET 12 1 I' 1420.5 i R/W 1 r(�l SD ! 11 +oo ri • t r r\OUSUU\[MV ANa\�3w\sry -i i.awg )/Z//10 ^ WATER LINE CURVE DATA ? . «.. \. CUs «HI. Cl 2T25'25' .y>A� oa . #% LINE COU # \ ! . .BEARIN m7¥% ? e Nq¢W z � W 37a G %7225" \.\ & 118. 0 4a»2fE 36.7 .a.#263»fE . 42.7 1/ PVC, C-900, DR !a m7m l2■O ( w z mT 42 07 r PVC ���_�' / wI#m PER - 9S ... TO BE R OVD + a ® REPLACED AS 75T 24 S PER TR. 2069«- »° �x : ` 3+7.99 #ROLE mm A&7-#o \2 ��� fit» =75 3 1.V abasRTEET : z � \.\ z �$ § \ �\ \ \ i § \ \ < $ . - i / \ \ � L t / ^± * ° \/ m z � ± /\ » . &i ^ �\ \\ \/ z `/ © E \ u— < m % � \ ¥§ � .0 a}� \� \ \ \ \\ \\ \� \ z Ec / < <, 1/ PVC, C-900, DR !a m7m l2■O ( w z mT 42 07 r PVC ���_�' / wI#m PER - 9S ... TO BE R OVD + a ® REPLACED AS 75T 24 S PER TR. 2069«- »° �x : ` 3+7.99 #ROLE mm A&7-#o \2 ��� fit» =75 3 1.V abasRTEET : WATER LINE CURVE DATA DELTA R ADIUS LENGTH Cl 16'36'26 587.00' 170.14' C2 T49'38" 613.00' 40.95' C3 3'05'28" 6;13.00' 33.07' 7'44'39" W 81.67' L2 N 0'50'50" W - 12 PVC, C -900, DR 18 L3 0`50'50" ® 67.28' �� N � o N C.92S l- O Voice: 949 -251 °8821 C , 4 - m `± x to U- Q I et X �i ri on n 13'WOF� INITIAL DA E �, No. 052496 w a Exp. 12 -31 -16 z m C 5 S URVEYORS II F ® � in m w Lb 0w z OF NORTHERLY END OF NORTHWEST CURB RETURN + x u: O N AT THE INTERSECTION OF POURROY ROAD AND I— OF CALIF la— GRANVILLE DRIVE. ELEV.= 1376.50 r + NO ia DATE T (S 1 " =40' V: 1 " =4' — I '.. W YRe J ( p Z i? Z c0 P 0 % C1 13 00 N f ce Q - -- -- r r; Q Z© Of � .- — — — Of — — — — — — — — — — — — w w C) z i� h ® C7 s e • 7tLl ® �o m ��L-J � i � o m O C? U Q U) > p w Lil O v 0 O (/) w O a Q U Z <[ t CJ ® U � T . j U d CE i Of Z a- 0 t d Q <C a ¢ : law Ml M _ t` �l�alls�raaa�ersaase •lld�.-ser.�..��..... ����— -.... �� �����■�■����� 1-111 L 11+ 00 12 r rr ,- WATER LINE CURVE DATA DELTA R ADIUS LENGTH Cl 16'36'26 587.00' 170.14' C2 T49'38" 613.00' 40.95' C3 3'05'28" 6;13.00' 33.07' I l'1 0 LOT 103' REVISIONS U C:) -6 �� o N rn VQ + + N> Q d APPR I D EMWD r r WATER LWE COURSE DATA vo BEARING •� 0 ® DISTANCE - -° rl CV 7'44'39" W 81.67' L2 N 0'50'50" W - 12 PVC, C -900, DR 18 L3 0`50'50" ® 67.28' �� N � o N C.92S l- O Voice: 949 -251 °8821 C , 4 - m `± x to U- Q I et X �i ri eM n 13'WOF� INITIAL DA E �, No. 052496 w a Exp. 12 -31 -16 z m C 5 S URVEYORS II F ® � in m w Lb 0w I l'1 0 LOT 103' REVISIONS U C:) -6 �� o N rn VQ + + N> Q d APPR I D EMWD r r WATER LWE COURSE DATA vo BEARING •� 0 ® DISTANCE Wu rl CV 7'44'39" W 81.67' L2 N 0'50'50" W 232.34` L3 0`50'50" ® 67.28' �� N Lli Z 4 N C.92S l- O Voice: 949 -251 °8821 C , 4 - m `± x to U- Q I et X �i ri O n d INITIAL DA E �, No. 052496 w a Exp. 12 -31 -16 z m C 5 S URVEYORS II F ® � p (n 0w z OF NORTHERLY END OF NORTHWEST CURB RETURN + x u: O N AT THE INTERSECTION OF POURROY ROAD AND I— OF CALIF la— GRANVILLE DRIVE. ELEV.= 1376.50 r + NO ia DATE T (S 1 " =40' V: 1 " =4' — I '.. W YRe J ( p Z i? Z c0 P 0 % C1 13 00 N f ce Q - -- -- r r; Q Z© Of � .- — — — Of — — — — — — — — — — — — w w C) z h C7 e �o m Z � i � o m O C? U Q U) > p w Lil O v 0 O (/) w O a Q U Z <[ t CJ ® U � T . j U d CE i Of Z a- 0 t d Q <C I l'1 0 LOT 103' REVISIONS U C:) -6 �� o N rn VQ + + N> Q d APPR I D EMWD r r WATER LWE COURSE DATA vo BEARING •� 0 ® DISTANCE Lt N 7'44'39" W 81.67' L2 N 0'50'50" W 232.34` L3 N 0`50'50" W 67.28' I l'1 0 LOT 103' REVISIONS U C:) -6 �� o N rn VQ + + N> Q d APPR I D EMWD r r WATER /SEWER APPROVED BY; SEAL vo 12" CNfL &C CL 150 •� 0 ® EASTERN MUNICPAL WATER DISTRICT ENGINEER C:) QU W Q U VARIES W OF It U o�� >CL Q = W S uite sp 350 _ _� U Q aA Z II II CVO �� N O 4 I Q® ^ C.92S l- O Voice: 949 -251 °8821 C , 4 - m `± 04 IN^ } ri n PROJECT BENCHMARK: INITIAL DA E �, No. 052496 w a Exp. 12 -31 -16 z m P L A N N E R S ENGINEERS S URVEYORS FD. CONC. NAIL SET IN TOP OF CURB 1 F(. NORTH c� APPROVALS PROJECT ENG. D4� y t s r- CV O OF NORTHERLY END OF NORTHWEST CURB RETURN —M; UNDER THE SUPERVISION OF: RCE No, 52496 AT THE INTERSECTION OF POURROY ROAD AND OF CALIF GRANVILLE DRIVE. ELEV.= 1376.50 SCALE: ia DATE T (S 1 " =40' V: 1 " =4' I YRe f r r; WATER /SEWER APPROVED BY; SEAL vo 12" CNfL &C CL 150 •� 0 ® EASTERN MUNICPAL WATER DISTRICT ENGINEER C:) QU W Q U VARIES W OF It U o�� >CL Q = W S uite sp 350 _ _� U Q © `�7V Z II II CVO �� N O 4 I Q® ^ C.92S l- O Voice: 949 -251 °8821 C , 4 - m `± 04 IN^ } ri n PROJECT BENCHMARK: INITIAL DA E �, No. 052496 w a Exp. 12 -31 -16 z m P L A N N E R S ENGINEERS S URVEYORS FD. CONC. NAIL SET IN TOP OF CURB 1 F(. NORTH c� APPROVALS PROJECT ENG. D4� y t s r- CV O OF NORTHERLY END OF NORTHWEST CURB RETURN —M; UNDER THE SUPERVISION OF: RCE No, 52496 AT THE INTERSECTION OF POURROY ROAD AND OF CALIF GRANVILLE DRIVE. ELEV.= 1376.50 SCALE: ia DATE T (S 1 " =40' V: 1 " =4' e i C e � . i t a ¢ : law Ml M _ t` �l�alls�raaa�ersaase •lld�.-ser.�..��..... ����— -.... �� �����■�■����� WATER /SEWER APPROVED BY; SEAL vo 12" CNfL &C CL 150 •� 0 ® EASTERN MUNICPAL WATER DISTRICT ENGINEER C:) QU W Q U VARIES W OF It U o�� >CL Q = W S uite sp 350 _ _� U Q © `�7V Z II II CVO �� N O 4 I Q® ^ C.92S l- O Voice: 949 -251 °8821 C , 4 - m `± 04 IN^ } ri n PROJECT BENCHMARK: INITIAL DA E �, No. 052496 w a Exp. 12 -31 -16 z m P L A N N E R S ENGINEERS S URVEYORS FD. CONC. NAIL SET IN TOP OF CURB 1 F(. NORTH c� APPROVALS PROJECT ENG. D4� y t s r- CV O OF NORTHERLY END OF NORTHWEST CURB RETURN —M; UNDER THE SUPERVISION OF: RCE No, 52496 AT THE INTERSECTION OF POURROY ROAD AND OF CALIF GRANVILLE DRIVE. ELEV.= 1376.50 SCALE: ia DATE T (S 1 " =40' V: 1 " =4' e i C e � . i t a ¢ : WATER /SEWER APPROVED BY; SEAL vo 12" CNfL &C CL 150 •� 0 ® EASTERN MUNICPAL WATER DISTRICT ENGINEER C:) QU W Q U VARIES W OF It U o�� >CL Q = W S uite sp 350 _ _� U Q © `�7V Z II II CVO �� N O 4 I Q® ^ C.92S l- O Voice: 949 -251 °8821 C , 4 - m `± 04 IN^ } ri n PROJECT BENCHMARK: INITIAL DA E �, No. 052496 w a Exp. 12 -31 -16 z m P L A N N E R S ENGINEERS S URVEYORS FD. CONC. NAIL SET IN TOP OF CURB 1 F(. NORTH c� APPROVALS PROJECT ENG. D4� y t s r- CV O OF NORTHERLY END OF NORTHWEST CURB RETURN —M; UNDER THE SUPERVISION OF: RCE No, 52496 WATER /SEWER APPROVED BY; SEAL EASTERN MUNICPAL WATER DISTRICT ENGINEER MORS 8 s E 8edhiii A.e. BENCHMARK: ELEV.= 1363.503 Q gpFESS Ia S uite sp 350 CO. OF RIV. BENCHMARK N0. T- 41 -81, BRASS CAP % % © `�7V Irvine, CA 92674 28' NORTH AND 30' EAST OF INTERSECTION Of 4 �i S C H U t T z Voice: 949 -251 °8821 BENTON ROAD AND VAN GAALE LANE. CIVIL ENGINEER OF SUBDIVISIONS DATE h �_ FAX: 949 °251-0516 PROJECT BENCHMARK: INITIAL DA E �, No. 052496 w a Exp. 12 -31 -16 z m P L A N N E R S ENGINEERS S URVEYORS FD. CONC. NAIL SET IN TOP OF CURB 1 F(. NORTH c� APPROVALS PROJECT ENG. D4� y t s * PREPARED OF NORTHERLY END OF NORTHWEST CURB RETURN CIVIL �Q 9p� UNDER THE SUPERVISION OF: RCE No, 52496 AT THE INTERSECTION OF POURROY ROAD AND OF CALIF GRANVILLE DRIVE. ELEV.= 1376.50 SCALE: ia DATE T (S 1 " =40' V: 1 " =4' FT 4 p 1 5 � k 4 t i - 1 1 - 1 , 1 I PLAN SCALE 1'."40' f I 1 J d