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938uu_wtUridw ground Swvme Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center notifies only those utilities belonging the center. There could be other tles resent at the work site. The center will reform you of whom they will notify. Bk*D WA) E R W) W 1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH EMWD STANDARDS AND SPECIFICATIONS. 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING WATER SYSTEM AND VERIFY ITS EXISTING ELEVATION AND LOCATION. J. ALL SERVICES CONNECTIONS SHALL BE I- SERVICES X 518- METERS, UNLESS.07HERMSE NOTED, AND SHALL BE LOCATED AS SHOWN ON THE PLANS AND ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. WATER SERVICES ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE K1774 SID. DWG. B-590, TYPE "B". ADJOINING LOT METER BOXES SHALL BE PLACED TOGETHER AT PROPERTY LINE. 4. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-598, TYPE 197 5. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) `QF PIPE. 6. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DING. B-656. Z FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-362, COLOR CODE. GREEN. 8. BLOW -OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE MIN STD. DWG. B -35Z 9. TEMPORARY BLOW -OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-56& 10. ALL P.VC. PIPE THROUGH 12 INCH SHALL BE TYPE C-900, CLASS 150, EXCEPT WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. 11. FIT71NGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL BE FLANGED, BOLTED MECHANICAL JOINTS, OR PUSH -ON JOINTS, AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS AND SPECIFICATIONS. 12. ALL DUCTILE OR GRAY IRON FIT77NGS SHALL BE POLYETHYLENE ENCASED AT THE 77ME OF INSTALLA77ON PER EMWD STANDARDS AND SPECIFICATIONS. 13. A JOINT RESTRAINT DEVICE SHALL BE USED ON ALL MAIN LINE PIPE JOINTS WITHIN SPECIFIED LIMITS AND ALL JOINTS OF WATER APPURTENANCE LATERALS OFF MAIN LINE, PER EMWD S7D. DWG. B-663. SIND &F*97 N07ES 1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH EMWD 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 EMWD STANDARDS AND SPECIFICATIONS. 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS SB -53, SB -56, SB -58 AND S19-61, 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 41TH STANDARD DRAWING SB -52. 6. MAINLINE CLEANOUTS, WHERE CALLED FOR ON THE PLANS, SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAW!NG SB -52. Z PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXIS77NG SEWER AND VERIFY ITS EXISTING ELEVATION AND LOCATION. WHERE CONNECTING TO EXISTING MANHOLES AND INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY EMWD. & ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL WITH SEWER AND WATER IMPROVEMENT PLAN TRACT NUMBER30069-2 COO "'TA f -n -E -N -CH VALLEY L�:; ,,TES VARIES R/W THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE MANHOLE CENTERLINE. Cai67)W7MA_V)W 9. RECONSTRUCTION OF EXISTING MANHOLES SHALL BE SCHEDULED AT THE CONVENIENCE -W*t'-N DESCRIPTION OF EMWD AND SHALL BE COMPLETED WITHIN FIVE WORKING DAYS FOLLOWING ITS WATER DISTRICT STANDARD DRAWING B-362. COMMENCEMENT. I�CURB WATER MAINJSEWER' 10. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SB -17Z LOCATIONS 2 SHEET INDEX OF WYES AND LATERALS, WHERE NOT SHOWN ON THE PLANS, ARE TO BE DETERMINED IN )COWtoMY THE FIELD PRIOR TO CONSTRUCTION TO MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4" IN CHEROKEE ROSE STREET STA. 16+30.65 TO 24+50.00 PLAN DIAMETER UNLESS OTHERWISE SHOWN ON PLANS. PROFILE 4 11. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING PLAN & IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR "CONFINED AIR 5 CHARLOIS DRIVE & LINE "N' SPACE" ARTICLE 108, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE & PROFILE 12. WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE TREATED FOR JUNIPER TREE COURT & RUNNING STREAM DRIVE PLAN ABSORPTION RESISTANCE PER EMWD SPECIFICATIONS. PROFILE 7 13. BACKWATER VALVES SHALL BE INSTALLED PER SECTION 710.1 OF THE UNIFORM PLAN & PLUMBING CODE. 8 GINGER TREE DRIVE STA. 1+00.00 TO 4+41.77 14. ALL PIPE ZONE BEDDING & TRENCH BACKFILL ARE TO BE PER STANDARD DRAWING & PROFILE S8-157, SB -158 AND S8-159. GINGER TREE DRIVE STA. 4+41.77 TO 14+10.00 PLAN AFAL WLXPARMEWAFPfl0YAL PROFILE 10 COUGAR PASS COURT STA. 14+10.00 TO END PLAN R41918DE =Leffy DEPARTMBVr OF hfEAL774 PROFILE 11 BIRCHBROOK, LANE PLAN & PROFILE SEWER/WATER APPROVED BY: AAROVED T DA TE & EASTERN MUNICIPAL WATER DISTRICT 13 LAUREL TREE COURT STA. 1+00.00 TO 12+00.00 PLAN NOTE. PLAN SHALL CONFORM TO CALIFORNIA DEPARTMENT PROFILE 14 LAUREL TREE COURT STA. 12+00.00 TO END OF HEALTH SERVICES CRITERIA FOR THE SEPARATION OF & VWATER MAINS AND NON -POTABLE PIPELINES., OAKSTONE CREEK COURT PLAN & PROFILE 16 DAISY DRIVE CIVIL ENGINEER OF SUBDIVISIONS DATE COUNTY OF RIVERSIDE FIRE DEPARTMENT INITIAL DATE PROJECT ENG. A CIA 10S APPROVALS INSPECTION APPROVED BY: AZ, ca., DATE WTR. OPERATIONS Ia------ SWR. OPERATION� TITLE: COO "'TA f -n -E -N -CH VALLEY L�:; ,,TES VARIES R/W SHEETS: Cai67)W7MA_V)W MIN. WATER METERS -W*t'-N DESCRIPTION WATER DISTRICT STANDARD DRAWING B-362. 1 I�CURB WATER MAINJSEWER' LATERALS 2 SHEET INDEX TYPICAL WATER METER LOCATION DETAIL N.T.S. FIGURE 1 FIGURE 2 TWO LANE STREET INTERSECTION FIRE HYDRANT BLUE PAVEMENT MARKER TYPO PAVEMENT MARKER LOCATION DETAIL N.TS INDEX OF SHEETS: Cai67)W7MA_V)W _Q919M4 F NO. a� DESCRIPTION WATER DISTRICT STANDARD DRAWING B-362. 1 TITLE SHEET INDEX MAP 2 SHEET INDEX RIVERSIDE COUNTY FIRE DEPARTMENT HANDOUT GUtDIFLINES. )COWtoMY 3 CHEROKEE ROSE STREET STA. 16+30.65 TO 24+50.00 PLAN & PROFILE 4 CHEROKEE ROSE STREET STA. 24+50.00 TO END PLAN & PROFILE 5 CHARLOIS DRIVE & LINE "N' PLAN & PROFILE 6 JUNIPER TREE COURT & RUNNING STREAM DRIVE PLAN & PROFILE 7 SMALL PINE COURT PLAN & PROFILE 8 GINGER TREE DRIVE STA. 1+00.00 TO 4+41.77 PLAN & PROFILE 9 GINGER TREE DRIVE STA. 4+41.77 TO 14+10.00 PLAN & PROFILE 10 COUGAR PASS COURT STA. 14+10.00 TO END PLAN & PROFILE 11 BIRCHBROOK, LANE PLAN & PROFILE 12 WINDCHIME COURT PLAN & PROFILE 13 LAUREL TREE COURT STA. 1+00.00 TO 12+00.00 PLAN & PROFILE 14 LAUREL TREE COURT STA. 12+00.00 TO END PLAN & PROFILE 15 OAKSTONE CREEK COURT PLAN & PROFILE 16 DAISY DRIVE PLAN & PROFILE A _*67" C _01AM c V W a &A) 0 9 Wr Cai67)W7MA_V)W _Q919M4 1. FIRE HYDRANT ASSEMBLY SHALL BE IN ACCORDANCE WITH EASTERN MUNICIPAL WATER DISTRICT STANDARD DRAWING B-362. 2. ALL BARRELS ARE "WET BARRELS" AND TO BE CHROME YELLOW, WITH TOPS AND NOZZLE CAPS PAINTED CLASS A --GREEN UNLESS OTHERWSE SHOO ON PLANS. 3. ALL BLUE RETRO REFLECTIVE PAVEMENT MARKERS ARE TO BE INSTALLED PER RIVERSIDE COUNTY FIRE DEPARTMENT HANDOUT GUtDIFLINES. )COWtoMY I CERTIFY THAT DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED By THE RIVERSIDE COUNTY FIRE DEPARTMENT. flxtA 0,0 I -&INEER DA / _ L WL WA 7B7 QBY739VA TM t;CER77FY THAT THE DESIGN OF THE WATER SYSTEM FOR TRACT NO. 30069-2 IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF THE EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER SERVICE, STORAGE AND DISTRIBU77ON 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 AT ANY SPECIFIC QUANTITIES, FLOWS OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. EASTERN MUNICIPAL WATER DIS TRIC T By L CIVIL ENGINEER OF SUBDIVISIONS DATE I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. .30069-2 IS IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT'S SEWER SYSTEM MASTER PLAN AND THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT WASTES FROM THE PROPOSED TRACT EASTERN ,MUNICIPAL WA TER DISTRICT - BY, VA44 ./ 4, 10 Z 7/0 -S CIVIL ENGINEER OF SUBDIVISIONS DATE hV77KA" MW 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. UNDERGROUND SERVICE ALERT (USA), (800) 227-2600. 3. PERMIT AGENCY A) RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT (951) 955-6885. 7VA_=LA#rA770A& THE TIME LMT 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 SPECIFICA77ONS AND STANDARDS. - WATERLEGEND SEWER LEGEND SEWER LINE RESILIENT SEAT GATE VALVE FXF SEWER LINE EXISTING OR PROPOSED SERVICE CONNECTION WITH METER SOILS ENGINEER. (BY OTHERS)GEOCONINC. B.O. (P.VC. PIPE) B-357 (PERMANENT) SEWER LINE WITH LATERALS j 43280 BUSINESS PARK DR. SUITE 108 LU • TEMECULA, CALIF. 92590-3633 -j wAwni r COMBINATION A.V, & A.R. B-598 (95 1) 304-2300 § STANDARD F.H.(1-.V.(,. P11 -t.) LI -002 e! 6- X ONE 2-112- X ONE 4- OUTLET I CLEANOUT WATER LINE OWNER. BACKWATER VALVE EXISTING OR PROPOSED WATER LINE (BY OTHERS) BROOKFIELD HOMES EXISTING OR PROPOSED MANHOLE12865 POINTE DEL MAR, SU17E 200 FXH ADAPTOR DEL MAR, CALIF. 92014-3859 T.3011001=111 gig 09/12/05 BY: TNH WYA75- BEQ3 AiUAW�-_ FLEV.: 1434.61 M TIA E MUM M_ COUNTY OF RIVERSIDE HUNSAKER & ASSOCIATES OF LAKE SKINNER, 1.2 MILES SOUTH ALONG 2.3 MILES NOR7`HWEST TRACt 3OM-2 WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT I R V I N E I N C WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET SHALL NOT COMMENCE UNTIL AN• N5 rj�-,� AND KELLER ROAD, 1-6 WEST OF THE CENTERLINE OF WASHINGTON SEWER AND WATER IMPROVEMENT PLAN APPROVED BY. F -PLANNING ENGINEERING SURVEYING V, TREET. 67 FEEF WEST OF POWER POLE NO. 4059450E. 0.5 FOOT ENCROACHMENT PERMIT AND/OR )k PR (949) 583-1010 FX- (%9) S83-0759 Is TITLE SHEET M GRADING PERMIT HAS BEEN ISSUED. A 3- 114 INCH STANaARD MWDSC %04.1 NO. 24068 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAW NO. 33950 1The Exp. 12/31/05 HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. Private engo-wr sigg ninthese plans is respondble for assuring d ccuracy EXP. 6/30/06 4XH A. OTft�A.C. 33 9 50 EXPDATE and occeptWIfty of the design hereon. In the event of discrepancies adsing after county appiovol or dudng cmsbction, the pdvate engineer shall i5e resporisible SCALE: BROOKFIELD HOMES for determining an accota* solugon or re4dng the plans for approval by AS SHOWN AS SHOWN the coun�. ENGINEER H: V: RE -COMMENDED B��- bOILZ� DATE I ME �, �' i� 39 37 38 w. IBJ B h9 36 1$J 7 8 p coo 6 #16 V. F.H. #4 A.V. OPEN SPACE LOT # 657 35 5 TRACT BDRY. H. 41 40 ND HIM 42 m C-900 Z Oil REMOVE PROP. C/2 AND JOIN PKvtl. ts bwK 25 PER TR. 30069-2 OFFSITE WATER & SEWER PLAN �-SHEET fr SEWER -7. .�w 0112 W&MIN PER TR. 30069-2 OFf frE 7 ZIIZ�� 5� . Aat'+iwr.�—x - •... %,> ��LI,� ��II���FrJCI4,�iii . .. Y '�. r `iw �. C1"�Jpp 1ear�� w�•�•a�w•���•jw WAILK & SEWER PLAN MEN=, is EA 4 1= 1 -:013 m 0 Ar 'ER SEWER PLAN WATER & SEWER PLAN VI'00IIIIIIIIIIII"'NITY MAP -- ----- w REMOVE PROP. C/o•s. AND JOIN IROP. 9- SW w NTS PER TR. 3 69 1 717• SECTION 28, TOWNSHIP 6 SOUTH, RANGE 2 WEST WATER & SEWER PLAN• 1 118 119 1 120 121 PROP. I rr for PRC PROP. W SEWER M.H 1E LAN REMOVE PROP. BLIND FLANGE AND JOIN PROP. Er WTR W -/e- FXH ADAPTOR MH 33 W%mr- PER TR. 30069-1 WATER & SEWER PLAN 87 PROP 127 WATER H 25 In PER TFL 30069 M-1 WATER & SEWER PLAN P IfAff ar.111��-R�F'A?49,Z�'--Wj#f 1111 b-0 _Ilq a 96104 F. MH 2 MH 3 97 103 *110 30 R KEE 99 SHE T 1 PR P M.H. I k 109 1, EXIST. 12" W L I% * A.V. PER D-22560 100 -0 e 1� 101 vPtbc I . X H 183 180 Cr SEW PROP. TRACT BDRY. SEWER I PER D- 315 184 TRACT # 29271 108 187 186 1 185 PROP, " W/ 189 188 �t (9�) 182 ►�E PER D- 12315 H# *107 1 - 181 REMOVE TEMP V. 1,06 ROP. NO JOI P VA F.H. EXIST. 12" W I I P. ViVTR cc, PER D-2 �5 ESTIMATE OF QUANTITIES r PER EMWD STD. B-362 1- 112" WA TER SERWCE & 1 0 METER PER D. SID. 8- 342, TYPE B QUANTITIES! COUNTY OF RIVERSIDE 1pose f-1 6" TEMPORARY END BLOW -OFF PER EMWD SID B-568 QUANTITIES4 WATER QUANTITIES 1.01 m 8" C-900 CLASS 150 A V C. WATER Plfflwt 8" C-900 CLASS 200 P. V C. WATER PIPE LINE e F X F 22- ?' ELBOW VEMENT SEWER AND WATER IMPROrl �.—R, PER EMW0 SID. B-598 TYPE -B- 8r SEWER, BEDDING PER EMWD STD. SB 157 & 159 8"xex8*' FLG'D TEE 'EMOVE END CAP AND 1" A.V & A.R.-AND JOIN PROP. WATERLINE ---- EMOVE TEMP. 8.0. AND JOIN PROPOSED WATERLINE FOui R: [W.O 553-78 ACKFLOW AREVENTIOW ASSEMBLY PER EM.W.D. STD. B-597 BROOKFIELD HOMES 40 SEWER LATERAL PER EMWD STD. SB -177 UN 8" HxH 22 112* BEND - REMOVE STUB AND PLUG AND JOIN PROP SEWER 8"xe FLANGED CROSS REMOVE TEMP. I" A.V & A R. AND TEMP. B.O. AND J01WPIROPOSED - Ev. r PER EMWD STD. B-362 1- 112" WA TER SERWCE & 1 0 METER PER D. SID. 8- 342, TYPE B COUNTY OF RIVERSIDE 1pose f-1 6" TEMPORARY END BLOW -OFF PER EMWD SID B-568 1.01 m 2" WATER SERWCE & A�METER PER E.M.W.D. SID. B-344, TNYPE-B e F X F 22- ?' ELBOW VEMENT SEWER AND WATER IMPROrl r F X F 11-V40 ELBOW INDEX MAP 'EMOVE END CAP AND 1" A.V & A.R.-AND JOIN PROP. WATERLINE ---- EMOVE TEMP. 8.0. AND JOIN PROPOSED WATERLINE FOui R: [W.O 553-78 ACKFLOW AREVENTIOW ASSEMBLY PER EM.W.D. STD. B-597 BROOKFIELD HOMES NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING The private engineer signing these plans is responsible for assuring the accuracy and occeplabilfty of the design hereon. In the event of discrepancies afi* after county cparoval or dwing construction, the privole engineer shall be responsible for determidng an acceptable solution or revong the plans for approval by the county. ZK I BY JDATE I ENGINEER KtMUVt t-KVr. STUB AND JOIN PROP. M.H.#20 PER D-22315 0 TRAM # 29268 TRACT BDRY. 1% *LOTS 106-110 AND 130 INSTALL 5/8" METER ON EXISTING 1" WATER SERI CONNECTION WATER / SEWER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT f A vol ENGNEER,OF SUBDIVISIONS DATE 1! PROJECT EN ,APPROVALS --7 1 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: NO. 24068 NO. 33950 6/30/06 kH- A. G��.C.E. 33950 EXP.: 6/36/06 DATE I Exp. 12/31/05 RECOMMENDEDDATE INDEX MAP mm `\ 177 C4)" ,7 Pol ELEV: 1434.61 HUNSAKER & ASSOCIATES It 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG I R V I N E I N C WASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET AND KELLER ROAD, 16 FEET WEST OF THE CENTERLINE OF WASHINGTON E -PLANNING ENGINEERING SURVEYIING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT ThreeHuohes- IrYI CA92618w PI+ (949) 583 -IMO FX (9419) 583-0759 WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FIEET LONG DR41N HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. I?�` SCALE: H: AS SHOWN V: AS SHOWN DER E TRACT # 7676 WATER 1. ONSITE WATER/SEWER PLAN PER TRACT 30069-1 2. OFFSITE WATERISEWER PLAN PER TRACT 30069-2 SEWER 1, ONSITE WATER/SEWER PLAN PER TRACT 30069-1 2. OFFSITE WATERfSEWER PLAN PER TRACT 30069-2 • 11 L &TI �03 PRESSURE ZONE: 1627 COUNTY OF RIVERSIDE 1pose f-1 TRACT 30069-2 VEMENT SEWER AND WATER IMPROrl INDEX MAP ---- FOui R: [W.O 553-78 BROOKFIELD HOMES r7 U—n-d—erground Service Alert Call: TOLL FREE 1-800 1 227-26M TWO WORKING DAYS BEFORE YOU 010 UAU I 1UN : Kememoer snot xne uz>A t.;enter notifies only those utilities belonging to I ' the center. There could be other utilities present at the work site. The center will you of whom they will notify. SEWER DATA TABLE NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. the private engineer signing these plans is responsible for assuring the accuracy and acceptability of the des4n hereon. In the event of discrepancies arising after coup approval or dudng construction, the priiete engineer */1 be respoh*e MARK BY DATE, for determining an acceptable solution or revising the plans for approval by the county. ENGINEER 4ey '117�4 180 P--1452.0 REVISIONS I W1 P--1447.6 143 / Mo VARIES' NLY OF 27 28 11EARINGIDELTA 29 30 31 to ,6 179 P--1446.3 to z to P -14417 —174 # 6 ± 3 178 P— 14,39.7 to N N 177 0 176 t,; P— 1445.5 to in c' 5'09" E V, P--14440 6 4 P— 1443.7 + (3 0) I" + fe)C-0 167 N 56029108" W 41k I R1W R W W in U, -utsa--:01 0, za ujzoo WATERLINE 11' STY OF 10, NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. the private engineer signing these plans is responsible for assuring the accuracy and acceptability of the des4n hereon. In the event of discrepancies arising after coup approval or dudng construction, the priiete engineer */1 be respoh*e MARK BY DATE, for determining an acceptable solution or revising the plans for approval by the county. ENGINEER 4ey '117�4 180 P--1452.0 REVISIONS I W1 P--1447.6 143 / Mo VARIES' NLY OF 27 28 BEARINGIDELTA 29 30 31 to ,6 179 P--1446.3 to z to P -14417 —174 # 6 ± 3 178 P— 14,39.7 to N N 177 0 176 t,; P— 1445.5 to in c' QJ'4' V, P--14440 6 4 P— 1443.7 + (3 0) I" + fe)C-0 167 N 56029108" W 41k I R1W R NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. the private engineer signing these plans is responsible for assuring the accuracy and acceptability of the des4n hereon. In the event of discrepancies arising after coup approval or dudng construction, the priiete engineer */1 be respoh*e MARK BY DATE, for determining an acceptable solution or revising the plans for approval by the county. ENGINEER 4ey '117�4 180 P--1452.0 REVISIONS I W1 P--1447.6 143 / Mo VARIES' NLY OF 27 28 29 30 31 to ,6 179 P--1446.3 to z to P -14417 —174 # 6 ± 3 178 P— 14,39.7 to N N 177 0 176 t,; P— 1445.5 to in c' QJ'4' V, P--14440 6 4 P— 1443.7 + (3 0) I" + fe)C-0 167 + r- 41k I R1W R W W in U, -utsa--:01 0, za ujzoo WATERLINE 11' STY OF 10, in 0 (0 0 Cr to C111 — 0 aw V 0 ALL pINE 44 00 W W z �e Lj ,, C,4 W Y!:� 7 & Lj W oc� LLj Y.Z SM V )URT Z 02 0) X 0 it cr_ Cr 0 a 3; 'WX 0 R a- 011 to 6 . ­­ HEET Et. 10 �5 P— 1439. 1 + 00� W (n cn in IN to 1* — , WTR. OPERATIONS P— 1438.7 rzo 110 LD 0 W,., zo - 1110, V) op 8$ 1 YL 165 166 TRANSPORTATION DEPARTMENT Ui 00 114: 0 W uc.4) 6V 0- UJ * a-- 't (7) W 0 + C1`1 0+ .0 to to . C,4 to + 11 NO. 33950.0.0 Wi EXP. 6/30/06 Q A KHAL�,VA. OTHE. 33950 EXP.: DATE OF fk C'4 li — 0 01 z P— 1446. 00 1444.3 III P— 1442.8Ir •144 N C4 i� ilr 145 146 /W ONE MIN■ I rl. 81.1 F PROP. 180 PE4 TR. M.�► •• 069—z _o „, CHEROKEE ROSE STREET 32 Uj W __.) (n 1.- v 80 N 11 0 27 to ,6 179 P--1446.3 to z to P -14417 —174 65.46* 45.48 6 ± 3 178 P— 14,39.7 to N N 177 0 176 t,; P— 1445.5 to in c' + 3 P— 14J8. 0 V, P--14440 6 4 P— 1443.7 + (3 0) I" + fe)C-0 167 + r- P--1438.7 R1W Cq U: P.V.C. C-900 CL Iso Uj U, -utsa--:01 0, za ujzoo WATERLINE 11' STY OF 0 WATER J SEWER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT LU 00<— 0 - j - 9 , � to/') tof CIVIL ENGINEER OF SUBDIVISIONS DATE 0 M INITIAL DATE 10941 + 0 PROJECT ENG. A Cv A 0 1 APPROVALS INSPECTION 0) LU 0 1.1 x Pl� 0 z Lr)(n �XXIO N 0 xx , WTR. OPERATIONS STA 24+50.00 TO END [SWR. OPERATIONS P-1442.7 SEAL -COUNTY COUNTY OF RIVERSIDE CNO) +00 G _1Law +0 BROOKFIELD TRANSPORTATION DEPARTMENT 1;) A. pry APPROVED BY: Y 00 -� to M0 UJ * a-- 't (7) W 0 + C1`1 0+ .0 to to . C,4 to 11 NO. 33950.0.0 Wi EXP. 6/30/06 Q A KHAL�,VA. OTHE. 33950 EXP.: DATE 6/30 APP,R. DATE C v UPI C COUNTY RECOMMENDED BY:ycl~ DATE CHEROKEE ROSE STREET 32 Uj W __.) (n 1.- v 80 N 11 0 172171 0 00 P -14417 —174 _j wo W= 0 W 0 UJ 'o P— 14,39.7 Al UjZ :5 + 3 P— 14J8. 0 V, UUj 0 0 UUjj Lu 11*1�1: 0 !e 0. I" + fe)C-0 167 X OZ =* P--1438.7 R1W z Uj U, -utsa--:01 0, za ujzoo 01 .0 C14 U_ 0 C'q + 0 LU 00<— 0 0 175 0 M —0 2 Q C; -4: 10941 + 0 SEWER AND WATER IMPROVEMENT W 0) LU 0 1.1 x Pl� 0 z Lr)(n �XXIO N 0 xx 4 STA 24+50.00 TO END —900 CL 200 P-1442.7 Uj LU V) if) n 0 K) ir tnnp) CNO) +00 G _1Law +0 BROOKFIELD 11' STY OF 4 Y 00 -� to M0 UJ * a-- 't (7) W 0 + C1`1 0+ .0 to to . C,4 to 173 x 'R : cn P--1440.7 -tic !' V) 1'1� i.-: a. C14 (n 0 .0 CO 0t4i + 3i 0: (n toMO MO CHEROKEE ROSE STREET 32 Co < C4 00 +cl: rn %a M HUNSAKER & ASSOCIATES �, 2.3 MILES NORTHWEST OF LAKE SKINNER, 1,2 MILES SOUTH ALONG C W STR R V I N E I N ASNINGTON STREET FROM THE INTERSECTION OF WASHINGTON EET AND KELLER ROAD, 1.6 FEET WEST OF THE CENTERLINE OF WASHINGTON E�­PLANNING ENGINEERING SURVEYING 0STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT Three Hughes kww, CA 92618 PH: (949) 583-1010 FX (949) 583-759 WEST OF REFLECTOR PADDLE, A 3-114 INCH STAN04RD MWOSC ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. PREPARED No i W N HORIZ: 1 40' VERT.: 1 41 PLAN ZIMM 11 W U j I CLW z 0 00 Uj _j to 0: CL cD Z Al UjZ :5 + 3 P— 14J8. 0 01<1 X, WWas 40 0 20 40 so LU a- fe)C-0 167 X OZ =* 168 z P— 14J7.2 M 7t 06' C'q + — ---------- -- COUNTY OF RIVERSIDE /P oSxx)3+ S.A. 43/34 TRACT 30069-2 10941 SEWER AND WATER IMPROVEMENT i 1925 WAA96=4 PLAN AND PROFILEit SHT. CHEROKEE ROSE STREET 4 Co < C4 00 +cl: rn %a M HUNSAKER & ASSOCIATES �, 2.3 MILES NORTHWEST OF LAKE SKINNER, 1,2 MILES SOUTH ALONG C W STR R V I N E I N ASNINGTON STREET FROM THE INTERSECTION OF WASHINGTON EET AND KELLER ROAD, 1.6 FEET WEST OF THE CENTERLINE OF WASHINGTON E�­PLANNING ENGINEERING SURVEYING 0STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT Three Hughes kww, CA 92618 PH: (949) 583-1010 FX (949) 583-759 WEST OF REFLECTOR PADDLE, A 3-114 INCH STAN04RD MWOSC ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. PREPARED No i W N HORIZ: 1 40' VERT.: 1 41 PLAN ZIMM 11 GRAPHIC SCALE 40 0 20 40 so ISO IN FEET I inch = 40 ft. — ---------- -- COUNTY OF RIVERSIDE /P oSxx)3+ S.A. 43/34 TRACT 30069-2 10941 SEWER AND WATER IMPROVEMENT i 1925 WAA96=4 PLAN AND PROFILEit SHT. CHEROKEE ROSE STREET 4 OF' 16 STA 24+50.00 TO END FOR: W.O.: HOMES 553-78 BROOKFIELD 3 Underground Service Alert °i3 y Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU OIG "CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities resent at the work site. The center will inform you of whom they will notify. '7 im W 00 Ld Mon RIW N� ro N V1 t>= + OD P--1453.7 4. OD dacn 181 C K SEWER DATA TABLM N BEARINGIDELTA ST 1401 CNER~gKE N v v SEE BEARINGIDELTA ST 1401 CNER~gKE LL' Lc1 `•ir��+ III A 5 �� �. P--1445.6 x 2$, 183 d Wi0"N Q 43"54'09" 04"t x E ¢11 1o' ' I N NCO �� ,' l 41 v v SEE SHEET 3 ST 1401 CNER~gKE LL' Lc1 A 5 P--1445.6 x 2$, 183 d Wi0"N Q P#-1452.3 D" 04"t x E ¢11 1o' ' I N NCO �� 41 I P--1447.2 IC> 7RfW 0++93.81 JUNIPER TREE CT= 28,47' 23+74,29 CHEROKEE ROSE ST. q M.H. NO. 3 142 kj 2 00i_ P#-1447.6 T' 25.46' l �Oo 0 0y��tt` �.� •�� F-11r'e'f Sri 1+21.35 7 c�`✓%" HORIZ. DEFT.. to + Fe—P.n. C-900 CL 15Q 6 A � B 6 P-1447. � �, WATERLINE 11' S'LY OF f 5 143 C_ P--1452.0 28, 8 lop z 180 18 10'' _ s� OKEL SE S�' -: 3 0 'M Rn SEE SHEET o 0 0 cn m JUNIPI— H "I"'How'FF rn NOTE: WORK CONTAINED WITHIN THESE PLANS ENCROACHMENTSHALL NOT COMMENCE UNTIL AN GRADING ` PERMIT HASBEEN The private engineer signing theseplansfor assuringthe accuracy l acceptabilky J • desi;n hereon.In the eventof B 'tl countyapproval or dudngconstruction,privateA:shall be AI A • for determining an acceptatiksolution or 1 the plans 8 t P A A A A county.the e ' s *EXP.6/30/06 IQ V i •#wr w www W" Fww WATERLINE 11' S`LY OF C EI a: z-JNz a: >-jNz W l J CL to a (0 a SEE SHEET 7 � ABELIA STREET# a a n � SEE SHEET 9 SMALL PINE COURT "z �' �' 2 6� � I , l 32' 32' 1� � za=„o � � GINGER TREE DRIVE P---1462.8 A 1 o' o o r: �, x m 1' ix P-• 1477.7 1 Q 18 18. — J .r to o e -s a- I f� a: x z�,� I, t j.00 50 8' 8' : z Q z ..- ai w O a'''''te— i c� 0 0 �' 1 M1 Q l 18' lop ¢ �� Ix inR11 3 �, �;� o SM,,44 A `— cr Q, 6 ' 6' N 3 0 0 1 fi 1 Uj ! ° �' Uj V1 P-1474.9 e®U r ++Q P-- 1463.1 `� ��° `~ '� z lilt I 46 O 00 110.64 ~/, I E j' l \ 11.73' 902.91 at 'Ut4l 1 4 / I lid lJ � x ��' % " 1460.1 i l; Jim PROP. 30" SD � ' � as 149 �' s I PEI7 rR. 3f1469—� -; 0+90.87 RUNNING STREAM DRIVE= r ::' . ' � - .m„ — - ... ®.I 4+72.13 SMALL PINE COURT 2 1 1 1 1 Ir "cc E" FLANGED TEE 4 8" FXH RSGV(N&E) {{ , sg 111.79' o - 8" FXH ADAPTOR(S) 7 1t}0.9 ' q ,E z P--1471.8 cp r� I N h w ?, R W °' ^�"' Rf W ' rte, 4 7 / �, s 61Ow C11 t �, „162 � P-1470.6 n o S P '455,8 1 t* ti a S W I ,I �►�- h ® 1' ' IE ' P--1455 6 I i ujf2 i- i yt , 14 X, I Q. a. o in � 8" P.V.C. C -94Q * CL 20Q � � w � � 10 18 18 1 D 28 w It WATERLINE 11 SLY OF' I� Z w w" • - A I O ZO C14 cn Qa - 6 ' ! � ow< 6 0 ifi 6 X r � ``� '� j rvcO zxs .-x �Xc _. ., ... ,.. PRORLE SCALES to F 000 !s : VERT.: WATER / SEWER APPROVED BY: • t ! g t 064-'. ' :E CIVIL ENGINEER : SUBDIVISIONS Y i X M M • r.# APPROVALS • � •B t ■ r t n r � e COUNTY OF RIVERSIDE HUNSAKER�. • • ., !.• # 10941 DEPARTMENT . • I R V I N E I N C WASHINGTON STREET FROM THE INTERSECTION OF r oks S)V);7 AND KELLER ROAD, t6 FEET WEST OF THE CENTERLINE OF 14ASHINGTON I SEWER AND WATER IMPROVEMENT APPROVED BY: E—PLANNING ENGINEERING SURVEYING OT �1 #. l' STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FO PLAN AND PROFILE 00 9)583-0759 1! il Three Hughes a lmw, CA 92618 Pl+ (949) 583-1010 FX (94 WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC JUNIPER TREE COURT & V1_l4f 6 OF 16 J* 0/0 NO. 24068 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN Exp. 12/31/05 HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. I PREPARED B R.C.E. No. 2406 O r • i • SCALE: • a: s • a • 7 40AS SHOWN COURT NOTE: WORK CONTAINED WITHIN THESE PLANS ENCROACHMENTSHALL NOT COMMENCE UNTIL AN GRADING ` PERMIT HASBEEN The private engineer signing theseplansfor assuringthe accuracy l acceptabilky J • desi;n hereon.In the eventof B 'tl countyapproval or dudngconstruction,privateA:shall be AI A • for determining an acceptatiksolution or 1 the plans 8 t P A A A A county.the e ' s *EXP.6/30/06 IQ V i •#wr w www W" Fww WATERLINE 11' S`LY OF C EI a: z-JNz a: >-jNz W l J CL to a (0 a SEE SHEET 7 � ABELIA STREET# a a n � SEE SHEET 9 SMALL PINE COURT "z �' �' 2 6� � I , l 32' 32' 1� � za=„o � � GINGER TREE DRIVE P---1462.8 A 1 o' o o r: �, x m 1' ix P-• 1477.7 1 Q 18 18. — J .r to o e -s a- I f� a: x z�,� I, t j.00 50 8' 8' : z Q z ..- ai w O a'''''te— i c� 0 0 �' 1 M1 Q l 18' lop ¢ �� Ix inR11 3 �, �;� o SM,,44 A `— cr Q, 6 ' 6' N 3 0 0 1 fi 1 Uj ! ° �' Uj V1 P-1474.9 e®U r ++Q P-- 1463.1 `� ��° `~ '� z lilt I 46 O 00 110.64 ~/, I E j' l \ 11.73' 902.91 at 'Ut4l 1 4 / I lid lJ � x ��' % " 1460.1 i l; Jim PROP. 30" SD � ' � as 149 �' s I PEI7 rR. 3f1469—� -; 0+90.87 RUNNING STREAM DRIVE= r ::' . ' � - .m„ — - ... ®.I 4+72.13 SMALL PINE COURT 2 1 1 1 1 Ir "cc E" FLANGED TEE 4 8" FXH RSGV(N&E) {{ , sg 111.79' o - 8" FXH ADAPTOR(S) 7 1t}0.9 ' q ,E z P--1471.8 cp r� I N h w ?, R W °' ^�"' Rf W ' rte, 4 7 / �, s 61Ow C11 t �, „162 � P-1470.6 n o S P '455,8 1 t* ti a S W I ,I �►�- h ® 1' ' IE ' P--1455 6 I i ujf2 i- i yt , 14 X, I Q. a. o in � 8" P.V.C. C -94Q * CL 20Q � � w � � 10 18 18 1 D 28 w It WATERLINE 11 SLY OF' I� Z w w" • - A I O ZO C14 cn Qa - 6 ' ! � ow< 6 0 ifi 6 X r � ``� '� j rvcO zxs .-x �Xc _. ., ... ,.. PRORLE SCALES to F 000 !s : VERT.: WATER / SEWER APPROVED BY: • t ! g t 064-'. ' :E CIVIL ENGINEER : SUBDIVISIONS Y i X M M • r.# APPROVALS • � •B t ■ r t n r � e COUNTY OF RIVERSIDE HUNSAKER�. • • ., !.• # 10941 DEPARTMENT . • I R V I N E I N C WASHINGTON STREET FROM THE INTERSECTION OF r oks S)V);7 AND KELLER ROAD, t6 FEET WEST OF THE CENTERLINE OF 14ASHINGTON I SEWER AND WATER IMPROVEMENT APPROVED BY: E—PLANNING ENGINEERING SURVEYING OT �1 #. l' STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FO PLAN AND PROFILE 00 9)583-0759 1! il Three Hughes a lmw, CA 92618 Pl+ (949) 583-1010 FX (94 WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC JUNIPER TREE COURT & V1_l4f 6 OF 16 J* 0/0 NO. 24068 ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN Exp. 12/31/05 HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. I PREPARED B R.C.E. No. 2406 O r • i • SCALE: • a: s • a • 7 40AS SHOWN Underground SerAc a Alert �tRE Call: TOLL FREE 1-800 227-2 TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other ut'titles present at the work site. The center will inform you of whom they will notify. 1 2 3 WATER DATA TABLE SEWER DATA TABLE 4 A cul q BEARINGIDELTA I,,,, m � � ��E I • `` ' C' i N 41 Sf '_ P--1469.9 ���� �� i i 11 I III• � V I 4 1 � . ♦ Er E •♦.: •* i ".• 1430.90 • •1426.900 ♦ . f to in IZO +V)(014-• ..1 • , # `�--. 01. LLJ : :e 29+25.41 CHEROKEE ROS ST. Er FLANGED TEE 9' FXH , Er FXH ADAPTOR(W) C*4 .. ,r ♦ 110 a BEG.C-900 CL20 . r.• # eR IMP 0+94.10 SMALL PINE COU f & 1+00.00 COURT= .:., ROSE 'yam A . er SMALL PINE COURT=29+42.41 CHEROKEE ROSI� ST.s q M.H. NO. 7 1 I `' PER TR. 30069-2 �f'5/i ; �y- 0 PROP. 18" SD z 3 PER TR. 30069-2 a- �'N 165 164 a d`�bon " P-1439.1 P--1446.7 cn Z� II 2$, rQ, o 00A WATER i SEWER APPROVED BY: 15 a -EASTERN MUNICIPAL WATER DISTRICT t SMO JAJA- )l ' SMALL CIVIL ENGINEER OFSUBDIVISIONS DATE 1 INITIAL DATE PROJECT ENG. A A 10/1105 EE sJyETCOURT INSPECTION 4 APPROVALS WTR. OPERATIONS------♦ SWR. OPERATIONS -- COUNTYRIVERSIDE .� ALL NOT COMMENCE TIL AN ENCROACHMENT PERMIT r aAN #.•. A GRADING PERMIT HAS • EEN ISSUED. private .tsigning these plans is responsible for assuang and acceptability i design 't..In the eventF discrepancksarising after countyapproval /. during construction private engineer shall :. responsible a •. A r for determinkg an acceptable st t or g the plans t approval by the t ENGINEER i n •''APPROVED BY: NO. # ••r : �+ RECOMMENDED BY: DATE 5 6 11 W 4 2 P--1466.1 N' jBW 149 o P--1462.8 > VJ0 +� 150 G] d ®�,C3 t y 4 ao L)m 00 �, x I 00 w ii vhi L) ra Rr C14 0 r. CS z faD a m �r w 56 q6 I* +6 0) ® r X4,23' ti a 161 P-1463.1 s,ti�3 7r itis p A* C? IIo o a O ® 0+� tJI V11ID � h Of 10 r # att � g . e P— P— 1465.4 _sP®1465.4 151 /W VA 160 P--1465.7 (fi) PROP. 30" SD it.. e , ee ... • rAM 6-1 . ' 10 - OWG 1111 1A • • COURT q r NORTHWESTELEV: 14J4.61 HUNSAKER & ASSOCIATES i! 2.3 MILES SKINNER ., r #WASHINGTON STREET E -PLANNING pMILES SOUTH ALONG A KELLER ROAD, STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT 58"759 WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWD$C 1� ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. iN. OAS SHOWN V: ASSHOWN ! c "i i r �N TA I,,,, m � � ��E P--1469.5 `` ' C' 35,75' Sf '_ P--1469.9 1 � . ♦ Er E •♦.: •* i ".• 1430.90 • •1426.900 ♦ . f to in IZO +V)(014-• ..1 • , # `�--. 01. LLJ : :e 29+25.41 CHEROKEE ROS ST. Er FLANGED TEE 9' FXH , Er FXH ADAPTOR(W) C*4 .. ,r ♦ 110 a BEG.C-900 CL20 . r.• # eR IMP 0+94.10 SMALL PINE COU f & 1+00.00 COURT= .:., ROSE 'yam A . er SMALL PINE COURT=29+42.41 CHEROKEE ROSI� ST.s q M.H. NO. 7 1 I `' PER TR. 30069-2 �f'5/i ; �y- 0 PROP. 18" SD z 3 PER TR. 30069-2 a- �'N 165 164 a d`�bon " P-1439.1 P--1446.7 cn Z� II 2$, rQ, o 00A WATER i SEWER APPROVED BY: 15 a -EASTERN MUNICIPAL WATER DISTRICT t SMO JAJA- )l ' SMALL CIVIL ENGINEER OFSUBDIVISIONS DATE 1 INITIAL DATE PROJECT ENG. A A 10/1105 EE sJyETCOURT INSPECTION 4 APPROVALS WTR. OPERATIONS------♦ SWR. OPERATIONS -- COUNTYRIVERSIDE .� ALL NOT COMMENCE TIL AN ENCROACHMENT PERMIT r aAN #.•. A GRADING PERMIT HAS • EEN ISSUED. private .tsigning these plans is responsible for assuang and acceptability i design 't..In the eventF discrepancksarising after countyapproval /. during construction private engineer shall :. responsible a •. A r for determinkg an acceptable st t or g the plans t approval by the t ENGINEER i n •''APPROVED BY: NO. # ••r : �+ RECOMMENDED BY: DATE 5 6 11 W 4 2 P--1466.1 N' jBW 149 o P--1462.8 > VJ0 +� 150 G] d ®�,C3 t y 4 ao L)m 00 �, x I 00 w ii vhi L) ra Rr C14 0 r. CS z faD a m �r w 56 q6 I* +6 0) ® r X4,23' ti a 161 P-1463.1 s,ti�3 7r itis p A* C? IIo o a O ® 0+� tJI V11ID � h Of 10 r # att � g . e P— P— 1465.4 _sP®1465.4 151 /W VA 160 P--1465.7 (fi) PROP. 30" SD it.. e , ee ... • rAM 6-1 . ' 10 - OWG 1111 1A • • COURT q r NORTHWESTELEV: 14J4.61 HUNSAKER & ASSOCIATES i! 2.3 MILES SKINNER ., r #WASHINGTON STREET E -PLANNING pMILES SOUTH ALONG A KELLER ROAD, STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT 58"759 WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWD$C 1� ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. iN. OAS SHOWN V: ASSHOWN ! P--1469.9 156 28AT 18.68' 7 0 157 R Y�►RIEs P— 1469.5 Ve Of 158 159 P--1469.2 o- P--1468.2 I~ h o, 4p, ¢ U GRAPHIC SCALE l 40 0 20 40 # 1$0 CN , v IN FEET } 4 2 inch - 40 ft, t- U24 U2 ct~ COUNTY OF RIVERSIDE /P Usua34 I.D. 43/34 TRACT -2 W. 0. 10941 SEWER AND WATER IMPROVEMENT C.O. PLAN AND PROFILE COORD. 14 -A -08/19-C-56 ? Q. SHT. 7 OF 16 co cr Po Lu SMALL. PINE COURT FOR: W,O.: COUNTY rx BROOKFIELD HOMES 553-784?V,&aD — J1 F•\0028\Engineering\SA-Phase2\Imp— Water Sewer\SNT07.dw9 I,,,, m � � ��E P--1469.5 `` ' C' 35,75' Sf '_ P--1469.9 P--1469.9 156 28AT 18.68' 7 0 157 R Y�►RIEs P— 1469.5 Ve Of 158 159 P--1469.2 o- P--1468.2 I~ h o, 4p, ¢ U GRAPHIC SCALE l 40 0 20 40 # 1$0 CN , v IN FEET } 4 2 inch - 40 ft, t- U24 U2 ct~ COUNTY OF RIVERSIDE /P Usua34 I.D. 43/34 TRACT -2 W. 0. 10941 SEWER AND WATER IMPROVEMENT C.O. PLAN AND PROFILE COORD. 14 -A -08/19-C-56 ? Q. SHT. 7 OF 16 co cr Po Lu SMALL. PINE COURT FOR: W,O.: COUNTY rx BROOKFIELD HOMES 553-784?V,&aD — J1 F•\0028\Engineering\SA-Phase2\Imp— Water Sewer\SNT07.dw9 Underground Service Alert R■ E Call- TOLL FREE I 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG N K Wi/vSet /S/z,z" Ar,7 IZ 11 WOLO V7 12 "CAUTION": Remember that the USA Center Uj W L, uu/?,r D 7810 0 4i 'i o) to CIVIL ENGINEER OF SUBDIVISIONS DATE C14 (n N 42014'J5" W L PROJECTE notifies only those utilities belongin t ? the center. There could be other Alities 10� C4 U*) to U-) 0 present at the work site. The center will inform you of whom they will notify. Y Uj 0 X, • 0 M zti Cq in 0W 0% iti0 0 0 19 mg 3t ..g0: N + a a) LL_ 14, 1+06.51 BIRCHBROOK LANE x z 0 LX 3: . g 0: g M V.- 1.� Q� a. A 53 R P— 1475.4 P— 1478.6 to06 eine 4 3+15.77 WINDCHIME COURT to co _q%O to 14 (06' to 0 W 8" SWR. XING 2e SD Lo to 15 + * 0 II it BOT. SD= 1456.59 zax CA TOP SWR = 1455.19''SEWER zz x 0+94.50 BIRCHBROOK LANE=, 3+15.21 WINDCHIME COURT i rk M.H. NO, 39 71.62' 1+00-00 BIRCHBROOK LANE= rid 3+09.71 WINDCHIME COURT 8 A 1+10.08 BIRCH13ROOK LANE= 2+99.63 WINDCHIME COURT 8" FLANGED TEE2 8- FXH RSGV(S&E) Ir FXH ADAPTOR(N) 60-34 BEG. 9' PVC C-900 CL200 10 i-418 Ul) U� C0,01 70" U_ Uj W -0)06 UL a to 0 Z_* to * 0 0 + 0 0 +0 m. X to Md 16 P--1471.0 O 'Vol GRAPHIC SCALE 40 0 20 40 80 160 IN FEET I inch = 40 ft, NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. Theprivate engineer signing these pkm Is responsibk for assuring the accuracy and acceptability of the deb* hereon. In the event of discmpancies ansing, after coon � approval or dudng construction, the private engineer shall be iWonsible MARK BY for determining an occepta* solution or revising the plans for approval by DATE the County. I ENGINEER 67.23' 87,00 PROP. 18" SD 00 PER 7R. 30069 2 z C1tr 17 O&O•M P_ 1474. 1 '61 WATER I SEWER APPROVED BY: BEARINGIDELTA CIVIL ENGINEER OF SUBDIVISIONS DATE N 42014'J5" W L PROJECTE N 42014'J5" W RIW + N 0 _N M 0% iti0 0 0 19 III N + a a) LL_ 14, W P--1486.7 00 (1D3W (9}) WATER I SEWER APPROVED BY: BEARINGIDELTA CIVIL ENGINEER OF SUBDIVISIONS DATE N 42014'J5" W L PROJECTE N 42014'J5" W N 40021'12" V, 42015'06" W WATER I SEWER APPROVED BY: COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT .0 APPROVED BY: NO. 33950 EXP. 6/30/06 KHA A. 0 E. 33950 EXP.: 6/30/06 DATE RECOMMENDED BY: DATE 5 6 7 8 9 10 BEARINGIDEL TA CIVIL ENGINEER OF SUBDIVISIONS DATE L PROJECTE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT .0 APPROVED BY: NO. 33950 EXP. 6/30/06 KHA A. 0 E. 33950 EXP.: 6/30/06 DATE RECOMMENDED BY: DATE 5 6 7 8 9 10 25 P`-1486.9 9+12.80 T HXH 45BEND 9+32.34 rlErrHXH 22.5' BEND 216 � ip 'P- 1485.2 10+40.90 TERMINUS M.H. NO. 35 10+50 1-1 2" � SERVICE, W/1' METER PER 8-342 EC WE BACKFLOW DEVICE I P B-597 7 RE MOVE PRA PROP. 8" #/L a PEI PER TR 30069-2 OFFSITE WATER & SEWER PIAN Lf� 'Vol I C'4 ck: 15 0) Q AV Q3 403 c5C) 11 +J2.22 BIRCHBROOK I ANI. BEIICAIZ`AR'� ELEV.: 1434.61 HUNSAKER, & ASSOCIATES 2.3 MILES NOR'THWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG, I N C I R V I N E WASHINGTON STREET FROM 774E INTERSECTION OF WASHINGTON STREET AND KELLER ROAD, 16 FEET WEST OF THE CENTERLINE OF WASHINGTON 'PLANNING 0 ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT Thm Hughes - ImMA, CA 92618 PH: (949) 583-1010 M- (949) 583-0759 WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. PREPARED BY R.C.E. No. 2406 SCALE: SHOWN V: AS SHOWN Y15ER D E D COUNTY OF RIVERSIDE /P 4)5'ooZ,+ TRACT 30069-2 SEWER AND WATER IMPROVEMENT PLAN'AND PROFILE•ii SHT. 11 '0 BIRCHBROOK LANE BROOKFIELD HOMES 553-78 jI F.-\ 0028\Engir-Ceting\ SA-Phase2\ Imp— Water Sevver\SHT11.dvvq BEARINGIDEL TA 42015'06" W _N N 06"40'02" E III N 4404,3'09" E 25 P`-1486.9 9+12.80 T HXH 45BEND 9+32.34 rlErrHXH 22.5' BEND 216 � ip 'P- 1485.2 10+40.90 TERMINUS M.H. NO. 35 10+50 1-1 2" � SERVICE, W/1' METER PER 8-342 EC WE BACKFLOW DEVICE I P B-597 7 RE MOVE PRA PROP. 8" #/L a PEI PER TR 30069-2 OFFSITE WATER & SEWER PIAN Lf� 'Vol I C'4 ck: 15 0) Q AV Q3 403 c5C) 11 +J2.22 BIRCHBROOK I ANI. BEIICAIZ`AR'� ELEV.: 1434.61 HUNSAKER, & ASSOCIATES 2.3 MILES NOR'THWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG, I N C I R V I N E WASHINGTON STREET FROM 774E INTERSECTION OF WASHINGTON STREET AND KELLER ROAD, 16 FEET WEST OF THE CENTERLINE OF WASHINGTON 'PLANNING 0 ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT Thm Hughes - ImMA, CA 92618 PH: (949) 583-1010 M- (949) 583-0759 WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. PREPARED BY R.C.E. No. 2406 SCALE: SHOWN V: AS SHOWN Y15ER D E D COUNTY OF RIVERSIDE /P 4)5'ooZ,+ TRACT 30069-2 SEWER AND WATER IMPROVEMENT PLAN'AND PROFILE•ii SHT. 11 '0 BIRCHBROOK LANE BROOKFIELD HOMES 553-78 jI F.-\ 0028\Engir-Ceting\ SA-Phase2\ Imp— Water Sevver\SHT11.dvvq # 100CD 2 ui > a6 z 0- (71.64 L. F. 137.81 L.F. PROP. 6' SEWER 8!' SEWER "CAUTION": Remember that the USA Center PER TR 30069-2 notifies only those utilities belonging to OFFSITE WATER & SEWER PLAN the center. There could be other utilitiesI I - 465.9 present at the work site. The center will P 1 inform you of whom they will notify. 32' 32' a: Om Wz 0 ZW �- g 1 X. W W a. W L- � 0. 1.- WN rn !V,) a. W :) OW Ln 0 0z to C,4 to 00 P--1463.0 1, o a: bin N,5: M -1 I LU W 00 to z Q- 0 69 0 00 Ad 0* a: 14)W x P W 0 1 z A nx J-: + �0- 1+05.76 WINDCHIME COURT= to W 52+64.33 ABELIA STREET (L PROP. rk M.H. NO. 2 109 P--1464.7 9 -7 70 '+00-00 WINDICHIME COURT 52 + 70. 10 A BEL 4A4 SWEET 00 ca za P--1465.1 -0+75.49 WINDCHIME cT.= 717Ln � 52+79.85 ABELIA ST. t(,4k a: 6 99.68 �1 PROP. 18!'X1ErX8" FLANGED TEE Ca- 4 RIW 1 PROP, 18" FXH ADAPTOR (N&S) a. I Lxu PROP. Er FXH RSGV(E) 0 Li H in <z(0 ti z PROP. $" W/L 00 11-1 :3:5 cino(n C14 to 0 0 PER TR 30069-2 main At Qy CP OFFSITE WATER & SEWER PLAN Q:if5x ;; MI uj-N Uj 0 r'�2 0:t 10 z 4- tox uj UM - re W- -tja� JXW< W - 5 Z 02: MT V) R -<0 00 o - C14 U- 00 -�g (n z 0*9 10 C14 0 !<t�- 00 a: + (U + n Z Lie LA- N to M 32' iq C; 0- P--1465.6 32 J^Q + + M z 05 0 3� 10''M' 0 U-) qW to 0 oi z Jim 6 scc� - SHSCo - NE9,q rn-,W-030 -- 80 1t2' 88t RUur\ ++ a: 72 1 E38 t I IB31RCH n"Comi.- (P P- 1471.0 sTREET ABELIA, PER TR 30069-21cp PLAN OFFSITE WAT R 8C EOL- W1 N D (3% H/ M E URT a NOTE: WORK CONTAIN ED WITHIN THESE PLANS $HALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 1he private engineer signing these plans is responsible for the accuracy assuring wd acceptabilfty of the des4n hereon. In the event of discrepancies arising after coun� approval or dunng constmetion, the private engineer shall be JJ t' for determining an acceptable sokbon or reming, the pkns for approval by the coun�. I 12 is I 11103-1371:111 C� P--1473.7 13 PROP. 24" SD :)ER TR 30069-2 ) /W W Biu R (W P--1477.0 4 r SEWER VARIES' ELY OF C to 0 BEARINGIDELTA z mow 5*09 -e% W 294.82' if 1i W n 0) g 1469'.5 0 0 W C; x Z 0 0 4104255" IY I inch = 40 ft. C14 .S XX 2 Z 10 x m: 5 P--1489.2 M N 4104255" W• COUNTY OF RIVERSIDE IP o-Tcx>34. C'4 55.68' 11 Ui + 0) + 0 to n ai n + z 05 0 3� 10''M' 0 U-) qW to 0 oi z Jim 6 scc� - SHSCo - NE9,q rn-,W-030 -- 80 1t2' 88t RUur\ ++ a: 72 1 E38 t I IB31RCH n"Comi.- (P P- 1471.0 sTREET ABELIA, PER TR 30069-21cp PLAN OFFSITE WAT R 8C EOL- W1 N D (3% H/ M E URT a NOTE: WORK CONTAIN ED WITHIN THESE PLANS $HALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 1he private engineer signing these plans is responsible for the accuracy assuring wd acceptabilfty of the des4n hereon. In the event of discrepancies arising after coun� approval or dunng constmetion, the private engineer shall be JJ t' for determining an acceptable sokbon or reming, the pkns for approval by the coun�. I 12 is I 11103-1371:111 C� P--1473.7 13 PROP. 24" SD :)ER TR 30069-2 ) /W W Biu R (W P--1477.0 4 r SEWER VARIES' ELY OF C to 0 BEARINGIDELTA z mow W 294.82' 00m LC)LLJ IMD 0 C - 4104255" IY I inch = 40 ft. C14 .S XX P- 1478.9 10 x m: 5 P--1489.2 %a N 4104255" W• COUNTY OF RIVERSIDE IP o-Tcx>34. 55.68' I* ZE1. 3 a I'm Go + 6 P.V.C. gr C- 200 900 CL 't4h I L I: WATERLINE 1 V WLY OF j 12 13 P--1 4.0 6+ 2.30 HT EREoN P--1472.2 SEE RIG ii 45:"� 'Osof E S S I cz\\ A. ul G NO. 33950 EXP. 6/30/06 M CIVIL Or C 1. 0 7 A �AP cc P--1480.5 p 00 or� + z TMU V) M 00 6 1:0 to, I 4 ,, P--1489.8 P--1487.3 + ld-t in 01111 D 9 8 x t4o. 41 M.N. in x U uj U) f- 1�� N Ama: L -)j w'6. 44' Q 6+10.84 ZSEWR r6f N W HXH 45' BEND LQ 7 RIW PROP. 18" SQ PPER TR 30069-2 L124_ 1 �Z4B-� C� - 1482. 9 009! �9 nD 0 WATER / SEWER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT CIVIL ENGINEER OF SUBDIVISIONS D•TE APPROVALS COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: el#*020- aw, " Pip /0 ir A. OTHbAN �t E. 33950 EXP.: 6/30/06 DATE RECOMMENDED ami,TE ' PRO85.00P. 24- SD 118* P.V.C. C-900 CL 2,02 AIERUNE I V S*LY Of P- 1487.7 BEARINGIDELTA mow 294.82' LC)LLJ IMD 0 C - 4104255" IY I inch = 40 ft. cc P--1480.5 p 00 or� + z TMU V) M 00 6 1:0 to, I 4 ,, P--1489.8 P--1487.3 + ld-t in 01111 D 9 8 x t4o. 41 M.N. in x U uj U) f- 1�� N Ama: L -)j w'6. 44' Q 6+10.84 ZSEWR r6f N W HXH 45' BEND LQ 7 RIW PROP. 18" SQ PPER TR 30069-2 L124_ 1 �Z4B-� C� - 1482. 9 009! �9 nD 0 WATER / SEWER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT CIVIL ENGINEER OF SUBDIVISIONS D•TE APPROVALS COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: el#*020- aw, " Pip /0 ir A. OTHbAN �t E. 33950 EXP.: 6/30/06 DATE RECOMMENDED ami,TE ' PRO85.00P. 24- SD 118* P.V.C. C-900 CL 2,02 AIERUNE I V S*LY Of P- 1487.7 BEARINGIDELTA mow O)ZO LC)LLJ IMD 0 C - X: 0,:: I inch = 40 ft. C14 .S XX 10 N 84029'15" W x to to P--1489.2 N 4104255" W• COUNTY OF RIVERSIDE IP o-Tcx>34. cc P--1480.5 p 00 or� + z TMU V) M 00 6 1:0 to, I 4 ,, P--1489.8 P--1487.3 + ld-t in 01111 D 9 8 x t4o. 41 M.N. in x U uj U) f- 1�� N Ama: L -)j w'6. 44' Q 6+10.84 ZSEWR r6f N W HXH 45' BEND LQ 7 RIW PROP. 18" SQ PPER TR 30069-2 L124_ 1 �Z4B-� C� - 1482. 9 009! �9 nD 0 WATER / SEWER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT CIVIL ENGINEER OF SUBDIVISIONS D•TE APPROVALS COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: el#*020- aw, " Pip /0 ir A. OTHbAN �t E. 33950 EXP.: 6/30/06 DATE RECOMMENDED ami,TE ' PRO85.00P. 24- SD 118* P.V.C. C-900 CL 2,02 AIERUNE I V S*LY Of P- 1487.7 WINDCHIME COURT ELEV.: 1434.61 HUNSAKER & ASSOCIATES 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG I R V I N E I N C WASHINGTON STREET FROM THE INTERSECTION OF HAND KELLER ROADOF THE CENTERLINE OF WASHINGTON PLANNING ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E. 0.5 FOOT Three Hughes lrykw, CA 92618 Fft (949) 583-1010 FX (949) SM759 WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. PREPARED B SCALE: ASSHOWN V: AS SHOWN H: -- N N 1� 11 u, I t HO RIZ: I"= 40' VERT: 1 V= 49 PLM I IV = 40' " �111 Z IJJ GRAPHIC SCALE 20 Q so 160 CN mow O)ZO LC)LLJ IMD 0 C - X: 0,:: I inch = 40 ft. C14 .S XX 10 01D u: x to to P--1489.2 WINDCHIME COURT ELEV.: 1434.61 HUNSAKER & ASSOCIATES 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG I R V I N E I N C WASHINGTON STREET FROM THE INTERSECTION OF HAND KELLER ROADOF THE CENTERLINE OF WASHINGTON PLANNING ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E. 0.5 FOOT Three Hughes lrykw, CA 92618 Fft (949) 583-1010 FX (949) SM759 WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. PREPARED B SCALE: ASSHOWN V: AS SHOWN H: -- N N 1� 11 u, I t HO RIZ: I"= 40' VERT: 1 V= 49 PLM I IV = 40' " �111 Z IJJ GRAPHIC SCALE 20 Q so 160 CN IN FEET I inch = 40 ft. COUNTY OF RIVERSIDE IP o-Tcx>34. 41S.A. 43/34 TRACT 30069-2 SEWER AND WATER IMPROVEMENT PLAN AND PROFILE WINDCHIME COURT !iSHT. 12 OF FOR: W 0.: BROOKFIELD HOMES 553-78 AO h derground ServiIIIce Alert Olt Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 61. IN A,AU I 1UN : Kememoer tact tne uz)A uenter notifies only those utilities belonging the center. There could be other ties ONS/;reW,4;rE-/? present of the work site. The center will PLC -R iI inform you of whom they will notify. .3 12 t/u M Sr ow -RA R UUJ IL X0 LU UJQ (n 74 Z cr, -1 win W %a Ct _j Oaf z - 11 � Lj IU nw _j 0 nt,: 04MC14 PROP.8!' SEWER Q n't X PER TR 30069-1 IV If - Z X_ 11 SEE SHEET 15 ONSITE WATER & SEWER PLAN I Q� ICLP- 1443.7 OAKSTONE CREEK LO 26 -:Jl. V) 0• 6 62 C i� (6c) (/)��CL LU (n N _: L0 OURT (0 z ++ 0+93.98 LAUREL TREE COURT= 12+30.67 GERANIUM STREET g 3+46.37 LAUREL TREE Cii OURT= tr PROP.NO. 64 • 1+06.01 OAKSTONE CREEK COURT + URT= 1+ q M.H. NO. 31 �ng ME 00.00 LAUREL TREE CO 26.05, 27129.9, PROP 12+24.61 GER4NIUM n - A I J I I I 1+15.16 LAUREL TREE COURT= �''� 1 'Iff N 7ft, 12+13.46 GERANIUM STREET 0) U 1) 1 78-55' M LU 92 P- 1436.5 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer, signing these plans is responsibk for assunng the accuracy and acceptability of the deign hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible for detennining on occeplobk solution or revising the pkns for approval by•M1 the county. WV&*1fflM I 33950 P. 6/30/06 R ._j 26. :7-- .57' 0, 04 Uj RIW P0 4747 N 4Z) �g Z zt 00 i�R 4k 95 P. C. 0-900 CL 200 Bl r P--1452.2 C� + 'c36 P--1457.10 c3 ,Uj ++ $ohrn+ I., WATERLINE 11' WLY OF co (n P- 1461 oo Z P--1461.8 .8 W 86 294,00' 87 9 TRACT 30069-2 00tT 7137 46493' WV&*1fflM I 33950 P. 6/30/06 R (9�) (AW) P- 1448.6 P- 1454.3 82 in IV SEWER VARIES EYY OF 100�38' P--1458.9 84 81.41' BEARINGIDELTA-_ 26. :7-- .57' 0, 04 Bbl RIW P0 4747 z nt 95 00 PC) 96 04 Bl r P--1452.2 C� + 'c36 P--1457.10 c3 ,Uj P--14 61.6 I N 2602,354" I., LZ co (n P- 1461 oo Z P--1461.8 .8 W 86 294,00' 87 N 7102 1'40" W TRACT 30069-2 00tT 7137 (9�) (AW) P- 1448.6 P- 1454.3 82 in IV SEWER VARIES EYY OF 100�38' P--1458.9 84 81.41' 81,21' 26. :7-- .57' 0, 04 Bbl RIW P0 4747 z nt 95 00 PC) 96 04 Bl r P--1452.2 C� + 'c36 P--1457.10 c3 ,Uj WATER / SEWER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT CIVIL ENGINEER OF SUBDIVISIONS DXTE PROJECT ENG.j Ami, APPROVALS COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: 4',,%-�� "I �Otl) A. R.C.E. 33950 EXP.: 6/30/06 DATE 60 A RECOMMENDED BY: DATE U P--1461.3 85 61 MINIMUM ME.400 !Oi W -7 A ly Q fA ,IT jf1VT,0 _ , , _X4 Q* -7--0- BEARINGIDELTA uw) C14 9798 ;d, 4747 z P--1461.6 P--1460.6 TO P--14 61.6 I N26'0'1 I., LZ co (n P- 1461 oo Z P--1461.8 .8 W 86 294,00' 87 N 7102 1'40" W -7--0- 04 uw) C14 9798 ;d, 4747 z P--1461.6 P--1460.6 TO P--14 61.6 I I., LZ co (n P- 1461 oo Z P--1461.8 .8 W 86 *t 87 TRACT 30069-2 00tT 7137 46493' j 35.27' -7--0- 1-- 70.6 70.00 9798 ;d, 4747 0 P--1461.6 P--1460.6 TO P--14 61.6 I I., LZ -7--0- 1-- 70.6 < ;d, 4747 0 P--1461.6 >:00 + P- 1461.2 04 88 d z 0) (::)j 7675T_ 10 100 P_ 1461.2 P--1461.4 LAUREL TREE COURT 10 11 \X_ 0 P--1460.2 0 z + P- 1461.3 89 r SEWER 6' EILY OF IC N M + 'f 102 03; P--1460.9 ��ar P.R. �C-900 CL �150 HORIZ: 1 40' VERT.: 1 41 PLAN 1"= 40' 104 P- 1460.2 WATERLINE r- KU[ VC 1 1 W LY OF W I HUNSAKER & ASSOCIATES 2.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG I R V I N E I N C IJASHINGTON STREET FROM THE INTERSECTION OF WASHINGTON STREET 11 AND KELLER ROAD, 16 FEET WEST OF THE CENTERLINE OF WASHINGTON E,,PLANNING ENGINEERING SURVEYING STREET, 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOOT NO. 24068 Tlwft Hughes a lrvkw, CA 92618 PH: (949) 583-1010 FX (949) 583-0759 WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC j ALUMINUM DISK, SETFLUSH, IN TOP OF A 10 FEET LONG DRAIN Exp. 12/31/05 HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. H: AS SHOWN V: AS SHOWN 11 LLJ 40, X Q Z GRAPHIC SCALE 40 0 20 40 W 11 F.-\ 0028\ Engineering\ SA-Phose2\ IMP- Water Sevver\SHT13.dvvg TRACT 30069-2 SEWER AND WATER IMPROVEMENT PLAN AND PROFILE LAUREL TREE COURT O16 13 F • STA. 1 +00.00 TO 12+00.00 FOR: I W.O.., BROOKFIELD HOMES 553-78 F.-\ 0028\ Engineering\ SA-Phose2\ IMP- Water Sevver\SHT13.dvvg 26 Underground Service Alert ®, Call: • a/ 8!! 27 28 28 29 30 31 1. E3 F--7— VERT: 4 32 PLAN 1 40' ( I — TWO WORKING DAYS � � ��. r, n BEFORE YOU DIG Zw N 1459.9 10;1 x "CAUTION": Remember that the USA Center 4T.9 ? vi w c 105 �i! a #� Q o L�.. notifies anly, those utilities belonging. to • } q tJ s v U U cs f ©1465. V cy SEWER DATA TABLE the center. There could be other utlities c9�0„ �aq q,• a, 2 HE i tt !J W present at the work site. The center will S,� SHEET 3 W ... cn » ck ht w a: SEE S tf? W U W eK111a, a inform you of whom they will notify. ` SEEp � a: ° ' PROP. 24 SD p oa a ua .� V cn . � 'A�y ROSE STREET 4 c .� T. cv PER TR. 3t}09-2 y �v c rn us L TRE y q Q. CHEROKEEo z �- �, 4 6 LA RE . q �,�;o to z � P-1`433.9 ®z *- :D - N 4 1 N Q. o Z: Z. it -- tt Q z • o c4i `' `' 8'a SEWER W 0 w x � It � !— i i + tV If ;c 3c is x tt. .'! D a _ Q' o !t � Q ; in no I-- guy cy c, z k ,I P•-1467.4 VARIES N LY OF C v� v= ai v 8" SEWER �,,� °' 0� 3 �# ' �` +".ter,. , * Q g cn , , + +- ct N as x oua queen %.G w + � o: + qq; Q VARIES N LY OF c, � �. N u° ca, M $0 a1 H- t C04to � 1 � � � � to Q�tom� WATER DATA TABLEICLI PROP. 8" SEWER '' l F 93.65' / 17.28 50.98' 1 10& Z-21-42' 26.07' 3� PER D-22314 f g _--' {�. P- 1467.7 ---- ------ -'oo G 11 N HORIZ DEF1. m 30 kz�zd 10 { } 15.4 58.24 (Z 10$.26' to + 1 .61 P— � i t p 89.14' r -1434.8 t3 F H. (8-362) lW a HOR1Z DEFL. /A W 4 PROP e W L , - cn 130 ' ' ti a _ �, 1 "'� " 29+26.56 DAISY DR PER D-22314 — � *- 114 -,. 0. �o cv� "1 `o`a 8" WTR. XING 24 SD as t cn AND D-22315 }$i "- N ..w BOT. WAT.= 1454.051 t F °' t� C4 V "� k fl Ci TOP SD= 1452.42 - 1� 0 3 � q X if n H-: t N 4 i � ;� " I M� � U .. 46.84 W 26+30.28 REMOVE TEMP. 8,O. RELOCATE r j N 8 ck N Q + t k ,n m P— 1467.7 1" A.V.IA.R. AND JOIN EXIST. 8" PVC --1 , - cN`k a 3 � 118 � i + _ .. . ' D '►,27040'22" W 0 w x � It � !— i i + tV If ;c 3c is x tt. .'! D a _ Q' o !t � Q ; in no I-- guy cy c, z k ,I P•-1467.4 VARIES N LY OF C v� v= ai v 8" SEWER �,,� °' 0� 3 �# ' �` +".ter,. , * Q g cn , , + +- ct N as x oua queen %.G w + � o: + qq; Q VARIES N LY OF c, � �. N u° ca, M $0 a1 H- t C04to � 1 � � � � to Q�tom� WATER DATA TABLEICLI PROP. 8" SEWER '' l F 93.65' / 17.28 50.98' 1 10& Z-21-42' 26.07' 3� PER D-22314 f g _--' {�. P- 1467.7 ---- ------ -'oo G 11 N HORIZ DEF1. m 30 kz�zd 10 { } 15.4 58.24 (Z 10$.26' to + 1 .61 P— � i t p 89.14' r -1434.8 t3 F H. (8-362) lW a HOR1Z DEFL. /A W 4 PROP e W L , - cn 130 ' ' ti a _ �, 1 "'� " 29+26.56 DAISY DR PER D-22314 — � *- 114 -,. 0. �o cv� "1 `o`a 8" WTR. XING 24 SD as t cn AND D-22315 }$i "- N ..w BOT. WAT.= 1454.051 t F °' t� C4 V "� k fl Ci TOP SD= 1452.42 - 1� 0 3 � q X if n H-: t N 4 i � ;� " I M� � U .. 46.84 W 26+30.28 REMOVE TEMP. 8,O. RELOCATE r j N 8 ck N Q + t k ,n m P— 1467.7 1" A.V.IA.R. AND JOIN EXIST. 8" PVC --1 , - cN`k a 3 � 118 � i + _ .. BEARINGIDELTA 8' , r ■■ w/L PER D-22314 4 o, " m o ' ° �Lu -� TREE COURTC4 °° BEG. 8" PVC C -90O CL200 " ; E 8" P V.C. C•-900 CL 200 129 BW (n� LAUREL PROP. 10" SEWER ,, n Q 3 SEE: SHEET 1 116 i° PER; D-2231 CHEROKEE ROSE STREET WATERLINE 9 t STY OF - P-1467.5 -- SEE SHEET" 3 P� 465.5 � � �` z -Nw � I' P.V C. C-900 CL 150 z `N a WATERLINE I V SLY OF C n L4 — 11 J � ?�, P--1467.4 WATER f SEINER'APPROVED BY: Z , EASTERN MUNICIPAL WATER DISTRICT DAISY DRIVF F_ GRAPHIC SCALE I to "� 40a av 40 W ; :eo � - I CIVIL ENGINEER OF SUBDIVISIONS DATE ti � INITIAL DATE ix qp PROJECT ENG. !#GA®- OS 1 IN - 40 ft. APPROVALS INSPECTION WTR. OPERATIONS SWR. OPERATIONS. ` I.D.U2 4 U2 3 cr �434.s 1 LEV.. to Ca E d 4 IN' ER _ RIVERSIDE T' D5 EAL ENC � TY � R ER DE s�Al;.-cunrr� s {SUN C� 1 NOTE. COUNTY OF RIVERSIDE S.A. 43 34 � TES AL � ALONG K E R. A S S tJ► C SKINNER, 1.z MILES scum H V N S A z.3 MILES NORTHWEST OF LAKE SK � , � 4 -,..: T 2 N.O., Os R o 0 I ..�. TRANSPORTATION N T NT WORK CONTAINED WITHIN THESE PLANS R S � C} DEPARTMENT STREET �. WASHINGTON STREET FROM THE INTERSECi1OAl OF WASHINGTON o t I R V I N S o C.O. Q $ P C, N T 1 �, I � MEN WASHINGTON IMPROVEMENT I c � NATER MP {3._... e �, �� OF WASHN SEWER AND r WEST OF THE CENTERLINE SE R ROAD 16 FEET WE S AND KELLE HALL NOT COMMENCE UNTIL AN far i APPROVED 13Y., t d �• o o _ r SURVEYING V G 0 2 SU R �` ENGINEERING E RIN IN E G N G 6 PLANNING T R. 14 A OS 19 C 5 -» ct �, k TR 67 FEET WEST OF POWER POLE NO. 4059450E, 0.5 FOO COO D ENCROACHMENT PERMIT AND/OR A �. � 1 �. n s EEr, R#.AIN AND PR{3FILE '� -- • • -0759 QS ,�'w �. � � Hughes • CA 92618 PI•� 1949? 583•'i01ti FX. t~�4�> 5s� R. y x u8 In+a�eD WEST OF REFLECTOR PADDLE, A 3-114 INCH STANDARD MWDSC SHT. 16 OF 16 ck GRADING PERMIT HAS BEEN ISSUED. �, .» j /�, — % �® J« l '� NO. 24068 rn ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET LONG DRAIN � NO. 33950, i DAISY Y R. 1 Ex 12/31/05 HEADWALL li.6 FOOT SOUTH OF THE NORTH END. q The private engineer s4ntng these plans is responsIble for assuring the accuracy 1 � ExP. �/�o�o� � / K A A. OT MAN C.E. 339517 EXP.: 6 30 06 DATE � ! � and c tv lit of t on. In the event of discrepancies • i after s �- PREPARED B4 8 "} ac ep y he desu}n here ds cres_ansng �� ��/, R.C.E.REN0. FOR: WO,: COUNTY " Ct coup a royal or dun construchon, the to e , neer be responsible 9� a L k, PP n9 MARK BY DATE p v l ¢ ,-- f o • 17 APPR. DATE F o ,,. ( OF q SCALE. M'E 553-78 -- j for detertming an , table solution or rewsalg the pfans for approval by REVISIONS Ol cA�.o --~" I 9t -�5 cAl� �%Q BROOKFIELD HO S D the count.. ENGIN ���`�-•-�.�'.—`°�'" ^.. DW" H: AS SHOWN V: AS SHOWN y EER COUNTY RECOMMENDED B . �JC7YLIE DATE D CLAS S DER F \ 0028` Engineering\ SA_ Phose2\ lmp Water Sewer\ SHT l 6. c wg