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917-HH 6/30/2002 Sewer, Water Improvement Plans,Rough Gra Palomar Rd,Tupelo Rd,Haleblian Rd -Ilk y COUNTY OF CONSTFMTION NOTES ES,�ATE OF OUARMIES EWND SEWER � Z SRE SEWER Q � JCRAIG AVE. 6(0 0 1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE w o 1�CONSTRUCT 8" SEWER MAIN 6' N. & E. OF C/L -7l 0= WITH EMWD'S STANDARDS AND SPECIFICATIONS. WATER and SEWER IMPROVEMENTS U_U_ Q m o o PER EMWD STD SB-157, SB-158, SB-159 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT). o Q ROAD 2 CONSTRUCT SEWER MANHOLE PER EMWD STD. N0. SB-56 2� EA 7 FOR w GARBANI RD 3 CONSTRUCT TERMINUS MANHOLE PER EMWD STD. NO. SB-58 2 EA 3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OF VCP SEWER EXCEPT I ` VIGINIT�Y MAP o m 4 CONSTRUCT SEWER LATERAL PER EMWD STD. NO. SB-177 2184 �--1^ WHERE SPECIFICALLY DESIGNATED ON PLANS PER EMWD STANDARDS ANDTRACT w SPECIFICATIONS. i NO9C.ALE w Z Q 5 CONSTRUCT SEWER CLEANOUT PER EMWD STD. NO. SB-52 66 E,e,�j Q SCOTT ROAD 6 CONSTRUCT 8" STUB AND CAP PER EMWD STD. NO. SB-49 9 EA 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS _ _ - -Mw*S9Q - -- SB-53, SB-56, SB-58 AND SB-61, AS APPLICABLE. SEWER MAINS MAY BE _ '� -�- - --- -- --- --- - -- --- --- --- - - _L W E NO SB 53 LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT. __ __ -- - -- _.._ - - _._ -- - - - _._. - - - - - i - _ _ _ --- ---- - -- 8 CONSTRUCT SEWER MANHOLE PER EMWD - 1 EA E D STD ©rn,C _'-i- - -w- ---- Z4--- w--- - - - - - it-- - - - -' - - - - - - - - - - � � 9�CONSTRUCT 10" SEWER MAIN 6' E. OF C/L 210 LF 5. MANHOLES OF DEPTHS LESS THAN FIVE FEET FROM FINISH STREET GRADE TO PER WD STD SB-157, SB-158, SB-159 SEWER PIPE SHELF ARE TO BE CONSTRUCTED IN ACCORDANCE WITH STANDARD CRAlC3 AVENUE 1 2 3 4 5 6 11 12 13 14 15 16 ! 95 �p tNS7rAA_L. P.�uG�Cwe'TC1Rt ve.r_v� 30 DRAWING SB-30. 7 8 9 10 , WATER ISUEE 6. ALL LATERALS SHALL HAVE AN ON-SITE CLEANOUT IN ACCORDANCE WITH Zak - -- - _._ , - , I 21 INSTALL 8" PVC WATER MAIN, C-900, CL-150 PER EMWD STD. 6081 LF STANDARD DRAWING SB-52. INTERIM 1627 PZ FOR 26163-1 TO BE CONVERTED E.M.W.D. FACILITY 94 NO. B-408 TO 1750 PZ ONCE CONSTRUCTED. 24" WATER PIPE 65 ® INSTALL 8" RSGV GATE VALVE PER EMWD STD. NO. B-255 ALL LOTS REQUIRE PRESSURE REGULATORS. INTERIM BY OTHERS --- 29 �, ' 23 22 EA 7. MAINLINE CLEANOUTS, WHERE CALLED FOR ON THE PLANS, SHALL BE CON- PRESSURE WILL REQUIRE LOW PRESSURE AGREEMENT. I 64 30 28 �, STRUCTED IN ACCORDANCE WITH STANDARD DRAWING SB-52. _ ® �,�` \ 26 25 24 23 22 21 20 19 18 17 ` 93 24 INSTALL 8 90' ELBOW 1 EA 8. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING 63 31 ��\ 27 r-- - - - 2 25 INSTALL 8" TEE 1 EA SEWER AND VERIFY ITS EXISTING ELEVATION AND LOCATION. WHERE CONNECT- E.M.W.D. FACILITY -- -- �/� \ \ ,. 26 INSTALL BLOW-OFF VALVE PER EMWD STD. NO. B-568 I EA ING TO EXISTING MANHOLES AND INLET STUB OF PROPER SIZE EXISTS, NO EW*T) WATO NOTES 24 WATER PIPE 62 32 38 39 43 44 45 ALTERATIONS SHALL BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT 37 40 4 I , , 27 INSTALL AIR RELEASE VALVE PER EMWD STD. N0. B-598 9 EA AS SPECIFICALLY AUTHORIZED BY EMWD. BY OTHERS MH #20 - 33 ,� 36 31 35 1 42 91 28 INSTALL 6" FIRE HYDRANT ASSY PER EMWD STD. N0. B-362 20 EA 1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE 61 IN ACCORDANCE WITH EMWD STANDARDS AND SPECIFICATIONS. MH �4 � H # 2 - -- { r $ 29 INSTALL 5/8" METER AND SERVICE PER EMWD STD. NO. B-590 65 EA 9. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL 8 SEWER (TYP) - / s0 1 6 1 I I 90 70 30 INSTALL STANDARD RESTRAINT PER EMWD STD. NO. B-663 EA BE LEVEL WITH THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO 2. PRIOR TO CONSTRUCTION OF PIPELINE CONTRACTOR SHALL 53 52 51 50 49 48 i THE MANHOLE CENTERLINE. EXPOSE EXISTING WATER SYSTEM AND VERIFY ITS EXISTING M I -----..- 50 42 \ 41 CO 1 47 46 1 - 31 INSTALL STUB AND CAP 10' BEYOND P/L PER EMWD STD B-414 7 EA ELEVATION AND LOCATION 10. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SB-177 ®MH .� - - - - 89 32 INSTALL LOCATOR WIRE PER EMWD STD B-656 6081 LF (AS APPROPRIATE). LOCATIONS OF WYES AND LATERALS, WHERE NOT SHOWN 3. ALL SERVICE CONNECTIONS SHALL- BE 1" SERVICES X 5/8" METERS, ---,"- - - - ON THE PLANS, ARE TO BE DETERMINED IN THE FIELD PRIOR TO CONSTRUCT- UNLESS OTHERWISE NOTED: AND SHALL BE LOCATED AS SHOWN ON LaJ { _58® 53 49 43 { 36 INSTALL TEMPORARY BLOW-OFF PER EMWD STD B-568 2 EA _ _ 1 88 ION TO MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4 IN DIAMETER UNLESS THE PLANS AND ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. WATER 2 MH 31 5 5 5s 57 � 58 5g so s1 f 37 INSTALL 8 CROSS 1 EA OTHERWISE SHOWN ON PLANS. ALL CONNECTIONS TO EXISTING SEWER ARE TO SERVICE ASSEMBLIES"SHALL BE INSTALLED IN ACCORDANCE WITH STD. 57® 54 �' -1 44 { -- BE PER STANDARD DRAWING SB-176. DWG. B-590, TYPE , B . ® 4J 48 ,H I I 38 INSTALL 8" 45' BEND 1 EA 11. THE CONTRACTOR IS ADVISED THAT THE WORK ON THE PROJECT MAY INVOLVE 8" PVC C-900, CL-150 = p 47 45 WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE 4. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH WATER LINE, TYPICAL MH 2 M 30 40 FOR "CONFINED AIR SPACE" ARTICLE 108, TITLE 8, CALIFORNIA ADMINISTRATIVE STD, DWG. B-598. 56 6 62 86 60'R/W PEW Sfi NO. - SEC. ;a" CODE. MH #18 K a 39 MH 70 69 jo 5. WATER SYSTEM PROFILE ELEVATIONS ARE TO THE CENTERLINE ® 68 �� 63 12. WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE TREATED FOR (CENTERGRADE) OF PIPE. 25 15 16 17 18 38 10' o' .40, 10 ABSORPTION RESISTANCE PER EMWD'S SPECIFICATIONS. 71 164 85 13. BACKWATER VALVES SHALL BE INSTA P 6. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD, DWG. B-656. Z 19 25 20 ® 2567 { i PLUMBING CODE. INSTALLED PER SECTION 409 OF THE UNIFORM 4 H #23 s 37 36 /' ® ! � - ---- 65 I MH #26 84 6' � 6 7. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. CN 21 35 14. ALL PIPE ZONE BEDDING & TRENCH BACKFILL ARE TO BE PER STANDARD -- DRAWING SB-157, SB-158 AND SB-159. DWGS. B-362, COLOR CODED GREEN. I __ 5 M #29 H #2 2 -_ -66 - 83 I pdD �; ,NE ti� PAD 12 4 H # 8 - -vam - j q k . 0.06n l - Q.06' 2'. SEWER CERTIFICATION 8. BLOW-OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE STD. DWGS. _ ( a - - 3 32 33 4 79 80 ' �- 81 I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 26163-1 IS OF FIRE HYDRANT B-357. � 11 6-__ 23 I 76 77 I 78 I 6 13' oz_ IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT'S SEWER SYSTEM 9. TEMPORARY BLOW-OFF SHALL BE INSTALLED IN ACCORDANCE WITH F- 27 ® ( ) MASTER PLAN, AND THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT 10 2 24 .N 8 SEWER TYP Z WASTES FROM THE PROPOSED TRACT. STD. DWG. B-568. N ® 7 �, Ld 00 ® ® f ® � 0D 1 M 15 i® j 8" SEWER 8" WATER 10. ALL P.V.C. PIPE THROUGH 12 INCH SHALL BE TYPE C-900, CLASS 150, EXCEPT N 9 1 1 = = E # i 3 P/L P L EASTERN MUNICIPAL WATER DISTRICT WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. O MH #17 8 (/� 25 31 ! (/3 28 27 26 75 74 I 73 i 72 " 25 (r Z _ 60 R/W - LOCAL STREET r 1 1. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OF GRAY IRON. FITTINGS SHALL BY: Y l FLANGED, BOLTED MECHANICAL JOINTS, OR PUSH-ON JOINTS AND SHALL BE 25 '� y QED �� ° N.T.S. Civil Engineer of Subdivision Date CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS AND Q SPECIFICATIONS. MH #1 25 W T. MH #7 MH#14, I \ AL 4 529 5.0' 12. ALL DUCTILE OF GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE SHEET 4 ! SHEET 5 MI . � NOTICE TO CONTRACTOR OF INSTALLATION PER EMWD STANDARDS AND SPECIFICATIONS. I� , MH #13 R/W 60' FUTURE R/W CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY � W W 45'R/W PER S7n No. 104 - SEC. 18" 15' FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 13. JOINT RESTRAINERS SHALL BE USED ON ALL MAIN LINE JOINTS WITHIN SPECIFIED 'Q i MH 5 m, 15' LIMITS AND ALL JOINTS OF WATER APPURTENANCE LATERALS OFF MAIN LINE, PER ! # FUTURE 8" WATER { 8" PVC C-900, - C/L 10' To' 12' 3' INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL EMWD STD. DWG. B-663. � a � CL-150 APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT �LI N 8 8"S WATER PIPE S S THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE tt-- - = --- - =- - - - _ F- MH #12 ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WATB� CERTFICATION �! - SHEET 9 - W TYPICAL LOT WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 26163-1 MH #6 = N.T.S. 6 I IM IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF THE °° i I � J � ' LREVIGROUND STAUCTUF�B EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER SERVICE, STORAGE z 0.06' :y 0.24' AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER TO SUCH ! ;� I ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER TRACT, THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL 00 OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED SUPPLY WATER TO SUCH TRACT AT ANY SPECIFIC QUANTITIES, FLOWS OR p ! E.M.W.D. FACILITY O 6 / a 24 WATER PIPE 04 WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPTING PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. BY OTHERS MH #11 Go inz 8" WATER THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO �l I 04 r;5 AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY R FUTUE DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR EASTERN MUNICIPAL WATER DISTRICT ! , EMWD FACILITY STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE 1 i MH #4 s' 7( Q 24" WATER PUBLIC RECORD EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR / i 1 8 SEWER (TYP) F- 8" SEWER SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE BY: J• 5A....04 SIZf��ti I TENTATIVE TRACT NO. 29074 �z U DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES Civil Engineer of Subdivision Date ( I i Q 45 R W PART WIDTH STREET SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT I SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF Tw LMTATION MH #10 CRAIG AVE., PALOMAR RD. and HALEBLIAN RD. THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. i THE TIME LIMIT OF DRAWINGS APPROVAL SHALL BE SIX (6) MONTHS FROM THE II "F' STR N.T.S. DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED WITHIN ii muggafnNO FACLJTM (BED STATED TIME, EMWD REQUIRES DRAWINGS TO BE REVIEWED BY THE DEVELOPER/ i �! _TENTATIVE ' NONE DESIGN ENGINEER FOR POSSIBLE CHANGES IN MASTER PLANNED SIZING AND WLEMENEM FACLJTM MAIM CHANGES IN- SPECIFICATIONS AND STANDARDS. �{ WC.Ank SHEET. INDEX � 24" EMWD WATER FACILITIES NOT�ICATIOIV� 8" SEWER �T NICER - - - - - - - - - - EXISTING LINES cuid *9 AW I W WATERLINES NOTE: ! 2,3 PALOMAR ROAD S SEWER LINES D G AU � THE CONTRACTOR SHALL NOTIFY THE ! { MH #2 MANHOLES FOLLOWING UTILITIES OR AGENCIES 48 HOURS MH #3 SHEET 8 10" SEWER W MH 4,5 TUPELO ROAD 6,7 HALEBLI,�K ROAD TERMINUS MANHC'..ES CO TOLL PRIOR TO STARTING CONSTRUCTION OR EXCAVATION. _ _ Lil - 22'7��00 CO ERSID CTICON SEC ROAD ODEPRARE MS ENT (909) 955-6885 - 8"S - _ #g BLOW-OFF ASSY PER B 568 DE (�P) egg -6E38S i - - - (/� 8,9 SOUTH SEWER - TTM 29074 M WORMING WS BUM YOU DIG G.T.E. 1 (800) 482-6711 FUTURE 8" WATER ! °° � 10 MESAEVIEWD RI EE • COMB. ARV ASSY E.M.W.D. (909) 928-3777 EXT. 4830 i I FH ASSY PER B-362 SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 MH #8 11 MISSION DRIVE COUNTY OF RIVERSIDE COUNTY OF RIVERSIDE UNDERGROUND SERVICE ALERT 1 227-2600 800) { ^ ( � ! M H #1 U TUPELO COURT -�'� RSGV GATE VALVES DEPARTMENT OF LTH FIRE DEPARTMENT S.C.E. 1 (800) 227-2600 - - _ - - - 12 MEADOW VIEW DRIVE - BUTTERFLY VALVES -` - -' - _ -' - - - - - - - - -ROAD • - I-- BLIND FLANGES it-.� - - - - - - - - - - - - - - - - - - - - _� - - - - - 4 APPROVED 6 � � APPROVED BY: BE�HMA�; 0.2 MILES SOUTH ON WASHINGTON AVE. FROM N0. 600-20-68 ^- --_ ____ .___--- _.__-- _..__. -� �- --�- --- --- -- -- -- --_- ----- _ _-_ .!!� �- CAP OR END THE POST OFFICE IN M 2.4 MILES EAST BW ON LOS ALAMOS RD., 4.8 MILES NORTH ON INDEx MAP BACKWATER VALVE DATE: DATE: C!J / HWY. 395, 0.1 MILES WEST ON SCOTT RD. 78 SCALE: 1"=200' ELEV.-1517.543 DATED: 1970 SEAL-ENGIN SEAL-Coo CORNY OF RNERADE REFERENCES FEVOOM EASTEM KP=rAL WATERoerwcT EASTERN MUNICIPAL WATER DISTRICT QR 1 D 13 °` '1'/"-' 0 ROFESs/O ALLARD ENGINEERING o FEss, Q tiq 0�, SCALE DATE S.A. 41/33 �� OtiO J• q �� p A. p q� TRANSPORTATION ION DEPARTMENT NO. DATE INITIAL REVISIONS APP"VD 5 tS�j'� DESIGNED COUNTY cuFo�► Civil Engineering - Land Planning ,,� ry Qom- I w.o. 99-352 yy yes 9 9 9 h y BY: s 1SLL,ARD 1.,�►15�LED 24"WET t�e+►eKwa• R �i/� Ii, EL`�b U I I N DRAWN v) p 6101 Cherry Avenue yZ 7Z �_' VALVES ��R-E ueg>'rs. EX,-a�oEp INITIAL DATE TRACED TRACT NO. 26163-1 C.O W No. 36052 Fontana, California 92336 - w No. 33950 S 8" GF-WM OtA PhLOMA4L RD. 409t44 To PROJECT ENG. 75 CHECKED SEWER, WATER IMPROVEMENT PLAINS cooRD.2 -45 909 899-5011 Fax 909 899 5014 /,o �� SHT.1 of 12 Exp. Exp. DATE CR'°'IG dvE' a��" °�` I�''DEx �"�� d'''D INSPECTION SUBMITTED D-2]090 CIVIL `� 11 C ��' _ W rise! � QtY. ITEMS 1/i1 5 S. le APPROVALS WTR. OPER. TITLE SHEET'qrF \� ' Pre ored By: R.C.E. N0. 36052 9TF Ivi�- � �, � CR srd"41V 03 IW& 99 S AUu,�.e A> 54"ac��,- "cMPo� (-f4�.L1•��.1.w►Ito. SWR. OPER. FILE DATE: S Zr- 9 9 CA�� RECOMMENDED -� DATE AND INDEX SHEET FILE Filename: L:\DWG\11802\SEWER\26163\SEWTITLES Date: MAY 17, 1999 . y/\7 1 _ — I r }I _ I , I SL J4IN•�` 12 1 1� { , A SE SMENT D STRICT F GIL TYiS7 1 I r 3 WEST of I I -- -- -- -- i # - - — ---- - - - --� - - — - ' - - - - - - - - - I - - - _ - - - -- _ _ _ - -- - -_ - — - - -- Q _ - -I - - — - - --- __ - --fi- - - }---- I 7 - �- INQ � o � �-_._. ._ - ._-__�--- -_ -_- ._ ._. _��--- x I I N R E T �- i--- i ; � � I 1 -Ir %J JL I I q.G. 8" PV-' _ f }-- o { i oc� r� �•• R .P E F NI R_ E - cl VIM hil �;=C.00%j_ $ i _ ! t { - -� I •-Ir �1 I Q _ . I ; I I I I I 1 I _I i t_ f f I # ! I i _ 1 { I I I j _ ; I f , — ( , f t � f A , L_L�.11J.JL4 T , � _ , 1 , , i : � I I r: '. _ • HORIZ: 1" 40 49 --tom - -�- _ 49 10 11 12 13 14 15 16 1 '7 18 CONSTRUCTION NOTES SEWER PALMAM ROAD (D--CONSTRUCT 8" SEWER MAIN 6' N. & E. OF C/L PER EMWD p STD. DWG. SB-157, SB-158, SB-159 TENTATIVE TRACT NO. 28206 rCONSTRUCT CONSTRUCT SEWER MANHOLE PER EMWD STD. NO. SB-56 8" PVC, C-900, CL-150 SEWER LATERALS PER EMWD STD. NO. SB-177 CL STA 14+17.40 PALOMAR RD.= 6' W/C•L WATER CL STA. 10+00.00 TUPELO RD. 8" SEWER A6' E/C.L. FUTURE 12' WATERLINE Q BY OTHERS ° ^� °°Q �o Q �Q. ASSESSMENT DISTRICT FACILITY 21 INSTALL 8" PVC WATER MAIN, C-900, CL-150, 6' S. & W. OF C/L m... a � �� STA 14+60.40 24" WATERLINE BY OTHERS PER EMWD STD B-408 12" WATER STUB �Q oQ 8 45' BEND _ __ __ _BY OTHERS X`ti�, °� �� 21 15'WEST �-. 22 INSTALL 18" BUTTERFLY VALVES PER EMWD STD. NO. B-577 — — — 2:1 — — --_ = —� � � � 00 �^o. `.:J INSTALL 8" RSGV VALVES PER EMWD STD. NO. B-255 110 25 INSTALL 18" TEE - - 11 - �1 i- 13 LnT-Ent- i - w— — w w g 28 INSTALL 6" FIRE HYDRANT ASSY PER EMWD STD. NO. B-362 14+20.18 14 + 80.72 TOP WTR. , �' s o s s 29 INSTALL 5/8" METER AND SERVICE PER EMWD STD. NO. B-590 81.72 BOT. SD c� '� d 30 INSTALL STANDARD RESTRAINT PER EMWD STD. NO. B-663 2:1 - 14/ {O� — (D—INSTALL END CAP PER EMWD STD. NO. B-663 2:1 ! cv - -— � ! 4 29 1 4 29 � 4 29 R/W 4 29 4 29 Z W INSTALL 8" TEE 14+23.44 PALOMAR= O o m 2 10+06.00 TUPELO ! U) M N W CL MH#17 i Q + V) g 28 30 Q 28 30 C/L STA 14+11 .51 PALOMAR= 10+43.00 TUPELO • Byy BW 8" 45' BEND TUPELO (ROAD SEE SHEET 4 TENTATIVE TRACT' NO. 29074 GRAPHIC SCALE 40 0 20 40 80 160 Underwo nd Service Alert DIG ALERT w IN Fst✓r ) Q* TOLL � 1 inch = 40 ft. i—� 0.2 MILES SOUTH ON WASHINGTON AVE. FROM NO. 600-20-6'8 W—� � � THE POST OFFICE IN MURRIETA, 2.4 MILES EAST ON LOS ALAMOS RD., 4.8 MILES NORTH ON TWO WORKING DAYS BEFORE YOU DIG HWY. 395, 0.1 MILES WEST ON SCOTT RD. 78 ELEV.=1517.543 DATED: 1970 SEAL-ENGIN SEAL-CpI EREn�S REVS KM EASTERN MU ICPAL WATERS oerwCT EASTERN MUNICIPAL WATER DISTRICT I.D. 13 & A/U-1 0 Q�pF E SS/oti ALLARLr.'1% ENGINEERING P�pF ESS/0 °O�TM of I SCALE DATE F619VOE C01*M C S.A. 41/33 O p J. 'q� O A. ql TRANSPORTATION DEPARTMENT NO. DATE INITIAL REVISIONS APP"VD U �p, , S�ZS�gq DESIGNED W.O. 99-352 N '�<<9 Fti Civil vi l Engineering — Land Planning ��"��o 0"� Fti APPROV® �: 5 AW►CD Mt0 nLlP wa.TV 1A ca�� O#AT P"m L N I N U IVI I N DRAWN TRACT NO. 26163-1 C.O. 6101 Cherry Avenue co y� S `. u*FT -TO w�•sT IK +'a�r-��-E 4- P�.�. INITIAL DATE TRACED ��p WATER y�ppOVEMENT pL A S COORD. 2 D-45 No. 36052 m Fontana, California 92336 w No. 33950 m 8 4 Q RIEVISED STA 16+00.cd *4 TITLE- bLr, PROJECT ENG. - CHECKED �11Gr7, ilCfl IMrR�J rLl11�h7 SHT. 2 OF 12 440 Exp. (909) 899-501 1 Fax (909) 899-5014 a: Exp. i ADDED S� •�- C—LEV e 4;--r^ 14-�G.O.40 1 INSPECTION SUBMITTED PALOMAR ROAD D- Zi0e>i ��•y CiV1S- �P Pr ared B R.C.E. N0. 36052 s�qr alv1�. �� DATEuG 97 SyyR. OPER. Q PFLE rF F Y F �Fcf ' CRISSI'1aN d3 g STA. TO STA. I a0. 0© DD CA1-� DATE: ,�- � CAS RECOMMEND DATELE , Filename: L:\DWG\11802\SEWER\2616 4 Date: MAY 21, 1999 4 T fN a t t ___, . tN S #N#TS 6. O LF RE t _ _, _ t 1 ES RA J _ _ _f _ - _ _ VG 01 TS LP IT F R 8 PV _ _ t _ .. .. ILL - - - f I .. _ 1 a- , �n _. SS S ME T DISTRICT :AC[LIT( I _ _ _ - _ _ HE S a_ _. _ __ _ _ _ _ _ _ ,_ - 2 AT R _NE B 0 _ {N S S-_ ___. .. _ NT _ lvkl S f 1 L_ S RA € J - #fl L R ST Aft.. ED _. { _ of 0R 8 c R .8 P { __ _ ... } 1 - U F1 S a _ _ �Lr 1 P 0 Dl _ _ c to _ _ L 1 _ _ _ a© 11 I t � I _ r I # t ! _ M ao_ rn i EXIST NG G a I I 1 I + { _ 1 ..- TM f� I } Nor- $ - __ - . 00 151 00_ _ _f 1 _ ice 0. os ! _ ._ . _ _ I : a � f r .3 i U) a 1 2 1 _ �_ 8 .`alo SE E _ . _ � ao . _ W R 7 .52 L g: S till R = -- - - _ _. 15 .1: L - -�- PROFILE HORI Z. 1 - 40 _ .--4-_ -- - - - - i-+-I- _VERT: 1 4 18 19 20 21 22 23 24 25 26 27 28 CONSTRUCTION NOTES SEWER 1�CONSTRUCT 8" SEWER MAIN 6' N. & E. OF C/L STD. DWG. SB-157, SB-158, SB-159 CRAIG AVEIM 2 CONSTRUCT SEWER MANHOLE PER EMWD STD. NO. SB-56 SEE EMWD DRAWING 3 CONSTRUCT TERMINUS MANHOLE PER EMWD STD. NO. SB-58 NO. 4 CONSTRUCT SEWER LATERALS PER EMWD STD. NO. SB-177 I I 1 ' 1 I w 2 ASSESSMENT DISTRICT FACILITY -1 X 6 CAP a' 8 PVC, C-900, CL-150 2 24" WATERLINE BY OTHERS I� x 00 Q, CONSTRUCT 8" STUB AND END 6' w/c.L. TENTATIVE TRACT NO. 28206 o 8" SEWER I II � m 8 18+94.68 PALOMAR RD.= � 1 �I o � � 0+94.00 MEADOW VIEW DR. 19+02.13 J Q (1) 8"FLG'D. TEE 81.34 BOT. SD 6' E/C.L. ► ; I �o� + 80.25 TOP SWR. ASSESSMENT DISTRICT FACILITY 11-1 t (3) RSGV FXH (N,S,E) 19+14.13 PALOMAR RD= c� �r I 1 I I Of N 18+95.13 r7 24 WATERLINE BY OTHERS I � w Q 82.98 BOT. WTR. .... 1 +06.00 MEADOW VIEW DR. 2 N ® _ -� 1 0 WATER e 13 WEST OF- G.�. , oo vo>e C L MH#18 0 21 e t �Q � 2 - - - - - - - - - - - - - - p - - - - - `n \\�� a_0 Q , r- - - - - - - _ _ _ _ - I o o _ 21 INSTALL 8 PVC WATER MAIN, C-900, CL-150, 6 S. & W. OF C/L -- _- - -____ _ ��___ -_ ___ -� -o - - - - - - - - - - - - - - - - - - - - - �� - - - - - - - - - - �- '-� - - - - - - - - - r- - - - - - - _ _ _ _ _ - - - _ i 1 aoo � PER EMWD STD B-408 w w - w - - -" - - - - " - - - - - - ~ - - - - - - - -- - - - - - -- - -- - __ _--_____ _ -� - _�_�_ - �� I \� 1 Nrn� �i 23 INSTALL 8" RSGV GATE VALVES PER EMWD STD. NO. B-255 • • w w w w w P w w w '+ m w • w .� N�� 25 INSTALL 8" TEE O ' • • INSTALL AIR RELEASE VALVE PER EMWD STD. NO. B-598 � � � � �5.1p .•kTR. I / 27 g I Tb I A"20+0(0.00 GRo4U AVE= 28 INSTALL 6" FIRE HYDRANT ASSY PER EMWD STD. NO. B-362 f I ! Z7�� 1G �y Z 29 INSTALL 5/8" METER AND SERVICE PER EMWD STD. NO. B-590 / = N 4 29 4 29 4 29 4 9 472 M 4 9 4 29 4 9 4 9 c� 4 29 / 1 35 30 INSTALL STANDARD RESTRAINT PER EMWD STD. NO. B-663 1 m 1 � M - - � - - - - - - 2 20} ICo.00 Ol I I m � Q� N m I 204 Coo. oC) 11 I U' + cn i I + Q IV W In I I �a? 1' Av -esi� 27 1 I i I rn Q BW BW BW BW gW 8 BW BW N Q BW I I 204-43 . 5p � 04 + Q� MEAMW VIEW DIVE TRACT NO. 26163-1 � TRACT NO. 26163 SEE SHEET 12 PAL ROAD ©® � GRAPHIC SCALE lkldwgots Swvice Alert 40 0 20 40 80 1 I DIG ALERT W TOLL � ( IN FEE ) 1-� 0.2 MILES SOUTH ON WASHINGTON AVE. FROM NO. 600-20-68 1 inch = 40 ft. 2V-1= BENChMA�►RK• THE POST OFFICE IN MURRIETA, 2.4 MILES EAST ON LOS ALAMOS RD., 4.8 MILES NORTH ON TWO WORKING DAYS BEFORE YOU DIG HWY. 395, 0.1 MILES WEST ON SCOTT RD. 78 ELEv.=1517.543 DATED: 1970 RENC'�8 RED EASTERN 116#1 CPAL.WATER agrpCT EASTERN MUNICIPAL WATER DISTRICT I.D. 13 & AEU-1 0 SEAL-ENGIN SEAL-COU Q�oFESS,oN ALLARD ENGINEERING Q�oFESS o� 0011�'Y of SCALE DATE COUNTY CA A S.A. 41/33 J. q ql _ 4O �� A. p�,ql TRA ATM DEPARTMENT NO. DATE INITIAL REVISIONS APP"VD V� LS 1 DESIGNED _ W.O. 99-352 ll9 Fyn Civil Engineering Land PI a n n i n g ��P�, '5" Fyn APPROVM BY: , 5k7 A �rrE+.t��u a sewma. Nmlu To CV.&tcs Z`iVfCENGiRE N DRAWN TRACT NO. 26163 1 C.O. - �, 6101 Cherry Avenue �, y Z _ AVE. Ke"OVCV G,O. � &Dt� "AMW M•4+. INITIAL DATE TRACED COORD. 23D 45 No. 3so52 m Fontana, California 92336 w No. 33950 m I�tVER�D 8"W-M. F9.0M STA .'ZS•1-oo t4mm$4 PROJECT ENG. -r5 slir CHECKED SEWER, WATER IMPROVEMENT PLAINS sHT.3 OF 12 Exp. (909) 899-501 1 Fax (909) 899-5014 Exp DATE To ctc.l.tc, & rE. AM+>�o>� w�•ceu-«a INSPECTION - SUBMITTED PALOMAR ROAD D- 2J092 `S>' \P kp CI 1� \Q - FgoM �•EfT To WEiT IN ?porm1lL.E�,>�" WTR. OPER. PAL q�. CIVl�- Pr ,red BR.C.E. NO. 36052 q FILE Y \Fcf�' ��G C Q I SSMAIN 031AVG 77 C�tiectEo STa.�Et-EY•G S'G►• �•F94.t•8�. SWR. OPER. STA. 19+14M TO STA. 25+94.63 FOF CALF DATE: S'2S- 9�J' CAS FILED RECOMMENDED DATE 9co . 1005.1 Apmp Tors\%19 `rpWT-kApr& STA 2'T421-'V*- Filename: L:\DWG\11802\SEWER\26163\SW5 Date: MAY 21, 1999 q, 7,40" - - f.... -.. :. _ _ _ - f : - _ [ 11 F E R N 1 S if .ITS 1 L _.R AI E J I S Mf S -. _ _ _ _ -I __ _ � 8 C Q 8 _PC l _ CI_-IT) o { , 4 AT RL BY O HE S FILE _ = r _ $T �_ { } 107- r, r (p c� I _ -+-- _ _ _00 i .111 - ) - tI f I _ C _R 0 E Fl 1S R E I I I - _ _ # I_ _- I , 1 Ir _ _ 1 G t I t - _ - - - - o I - 7F, -777 , r x r { I t _ - ! ! I I - - I+ „ _ _ fit L } __ _ PROFILE 86. $ LF 8 S E - 3 5.0 F_ _ E ER _ _ 3 7. 6 LF 8 SE NO - - -- ---�- _ 1 ! f 1 - 40 HORIZ. - �_ _ - _ _ i - - NERT. 1 - 4 I f t # I ! _ I 10 11 12 13 14 15 16 1 '7 18 19 PALOMAR ROAD TUPELO COURT TUPELO ROAD MESA VIEW DRIVE E SHEET 2 SEE SHEET 11 r i SEE ET 10 i - CONSTRUCTION 1 - Y Y - - -Y SEWER 1 I 1 IIf I II I 1 24 o -j L 1 - L - - - a-CONSTRUCT 8" SEWER MAIN 6' N. & E. OF C/L 6' 2 } STD. DWG. SB-157, SB-158, SB-159 II I 1 M ~ o > 2 CONSTRUCT SEWER MANHOLE PER EMWD STD. NO. SB-56 II 6 8 SEWER I I 6, _j p 8 SEWER I d- Q 8 S WER III !n 6' N C.L. w J I I i o w 4 CONSTRUCT SEWER LATERALS PER EMWD STD. NO. SB-177 / I� 813 i ?wo_ 6 N/C.L. I-� 15+85.98 6 I ~ �r\ 6 N C.L. LL ASSESSMENT DISTRICT FACILITY II I I ° I 82.61 BOT. WTR. 13 1 00 o� 24 WATERLINE BY OTHERS III ® 10+31.04 I I ^, 30 00 p1 I I 75.77 TOP SWR. 30' 3 I o BW BW BW WAT R II 76.74 TOP SWR. I �I , rn o = 1 m 2I rn rn 78.53 BOT. WTR. it( �►► ® 10+38.32 I� 12+79.98 rnC6 �--� 15+78.98 `n +-" 31 30 29 m 28 21 INSTALL 8" PVC WATER MAIN, C-900, CL-150 PER EMWD STD. I 81.72 BOT. SD 1 I 82.61 BOT. WTR. `_� t N + v 1 82.61 BOT, WTR. r-p rN r No. B-408 76.71 TOP SWR. - - - -75.77 TOP SWR/ i O I - __ 75.77 TOP SWR. 4 29 4 29 4 29 + N 1 " \ , - - - - O 9 00 � 40 29 23 INSTALL 8 RSGV GATE VALVES PER EMWD STD. NO. B-255 oo ; Q 25 INSTALL 8" TEE 38 1�4+60.40 PALOMAR ROAD �II Z i o i 28 INSTALL 6" FIRE HYDRANT ASSY PER EMWD STD. NO. B-362 8 45' BEND } IIro ' • ' • • • • 29 INSTALL 5/8" METER AND SERVICE PER EMWD STD. NO. B-590 w w w w w w w w 30 INSTALL STANDARD RESTRAINT PER EMWD STD. NO. B-663 INSTALL 8" CROSS - - - - - 14+14.40= f } - -`;17- - -,- - __ - - __ _ - - - - - _ _ _- - __ _ _ - _ _ _ - W 38 INSTALL 8" 45' BEND I � 10+00.00 I �a 2:1 _ _ _ _ - - - - - - - - - - I ( I� m� - - - 4 - - - - - - -2-1 - - �- 4 - - - - - - - - - - - - - - - - I o No -� 11 I+ �� o 10+43.00 TUPELO RD.= 00°' o Li } 20'' 0 OO 0 21 001 14+1 1 .51 PALOMAR RD. 38 II Z w coo 0 3 I � o ASSESSMENT DISTRICT FACILITY FUTURE 12 WATERLINE I� o Q 8" 45' BEND �� + o » BY OTHERS f 20 _j v .� N + oo Z w - 4 + 24 WATERLINE BY OTHERS 10 w 0 X ASSESSMENT DISTRICT FACILITY 3" 00 SE R ® i Tt--I o�c.L. 0- J 8 PVC, C-900 CL-150 0 T 3 I , Q o x LL_ 24 WATERLINE BY OTHERS w T_ 1 EA T N 1 I 30- ~ 0_ � 6' S C.L. ww w L_ o� = x I 15+85.98 8 PVC, C-900, CL-150 0- w F- 13 Sa11T+i of G.�..• . w V) X 87.33 BOT. SD . I p0 It= �� 0 Q 0_N o li I I I 86.05 TOP WTR. 6 S/C.L. I co rri � 00~ p � Q �� 00Q 16, I M2 ' + + = = TENTATIVE TRACT NO. 290700 4 + n4 w0000 Epp p � Q 13,I I I I + + �� J 00 00 I f I! I O -0 00�� ++ L`^^ I I I 23 30 37 04 + Ill I 23 30 / I ` I �o ao"... I FUTURE 8" WATERLINE SEE SHEET 9 BY OTHERS GRAPHIC SCALE � Alert 40 0 20 40 80 160 UKWgiow DIG ALERT Cab TOLL FFEE IN FEET I-= p� ��py 0.2 MILES SOUTH ON WASHINGTON AVE. FROM NO. 600-20-68 1 inch = 40 ft. 2V-2= �G MMIII�' THE POST OFFICE IN MURRIETA, 2.4 MILES EAST ON LOS ALAMOS RD., 4.8 MILES NORTH ON TWO WORKING DAYS BEFORE YOU DIG HWY. 395, 0.1 MILES WEST ON SCOTT RD. 78 ELEV.=1517.543 DATED: 1970 NC ES FEV810M EAST I�ICPAL.WATER r EASTERN MUNICIPAL WATER DISTRICTA SEAL-ENGIN SEAL-COU �� I.D.LD. 13 do A/U-1 Q�OF ESS/ON ALLARD ENGINEERING QROF ESS/Oti oo Y SCALE DATE RNEFAME 00UNTY S.A. 41/33 J �c<` Civil Engineering - Land Planning ��,�.� A a�y�F TRANSPORTATION DEPARTMENT No. DATE INITIAL REVISIONS APP'YD ,u,'� �. ( S �,f/t1 DESIGNED W.O. 99-352 �� .�� ti� 9 9 9 � ��. �� ti� BY: Auaac L.B.�E�ED e�� F.K.w I'TE�1 �a �+ >` DRAWN TRACT NO. 26163-1 C. Jw (0 a _ 6101 Cherry Avenue v, Y Z - WaTtrt c�,�oc.�T FaoM Rr�,µt To �t� INITIAL DATE TRACED SEWER, WATER �1APROVEMENT PLANS COORD. 23D-45 No. 36052 m Fontana, California 92336 c; No. 33950 m Lowtoteo WATT rL04. P.&T. Ca.rt+T;." PROJECT ENG. CHECKED SHT.4 OF 12 e.ST&.19+00. 1 INSPECTION TUPELO ROAD D-2]o93 Exp. (909) 899-5011 Fax (909) 899-5014 Exp. 811612 - SUBMITTED civl� �P Pr ared B : R.C.E. N0. 36052 y�. CIVIL `� �-� DATE � WTR. OPER. -- -^ \F Y F `\F ..�i ✓` / CfZL[n�'//�N �3 RUG a19 SWR. OPER. STA. 10+00 TO STA. I9400 CADD 0A1- r� DATE: S 'ZS 61 CA RECOMMENDED DATE FILE = Filename: L:\DWG\11802\SEWER\26163\SW1 Date: MAY 21, 1999 9/7mtH H i - -- -- - - __ - -- _ 2 AR EB N O HE S -- - _ J , _ I_ � � 23 3 ,© C L MH 4 r_ �: SOUTH � _ 00 . : + 1 I i I i _ 00 � I � I , s i f -�_ i _ I I ( T - ku _ S R NE # 5 LIMITS 1 0 F RE TR IN vDc JOINTS LIMITS _ F FO I , i 1 I f I , -40 v ( _ » C. -__ I - t 11 0 I I 9 0a C_ t _ r fi i 1 I I _ 1 — �- N t4 1 - ( - o g t I I I - t _: t i -- _ I I I I td { , I i f I I I I I i l i , t- 1 _ r fi t� T 1 I 1 ( I I —r I # : I eN I 1 I I I t - _ --t- Ile -�- , i tl k I i _ I t, 013� , a✓- � -00 I I I I I ; � � t t i f I _ # r ! ._ r l 1 i jj a LA p�� _� �"'•+-' _ t- 10 1 ! t ^I { )( r I I 5 .-1 F. 8 �'E E z 1 74 6 L. 8t WR i s , I i PROFILE F , I , I , i I , I — I i � , � I � � I � I HORIZ. 1 — 40 VER 1 4 : I 19 20 21 22 23 24 CONSTRUCTION NOTES TUPELO ROAD SEWER &-CONSTRUCT 8" SEWER MAIN 6' N. & E. OF C/L STD. DWG. SB-157, SB-158, SB-159 CONSTRUCT SEWER MANHOLE PER EMWD STD. NO. SB-56 I II CONSTRUCT SEWER LATERALS PER EMWD STD. NO. SB-177 II lU? 6 CONSTRUCT 8" STUB AND CAP PER EMWD STD. NO. SB-49 2 I I I I rn � 0 I I 6 ,n 8 PVC, C-900, L-150 N o0 = + + � � I 0 I�` 6 W/C.L. N � I o WATER 27 BW 26 m BW BW f BW o : I 21 " Ln N �� 74 73 72 n I� INSTALL 8 PVC WATER MAIN, C 900, CL-150 PER EMWD STD. � � } ( + _j III 1512 35 FL N NO. B-408 O 29 rn v O4 29 + O4 29 1 O 29 O 29 4 29 N C) I tINSTALL INSTALL 8" RSGV GATE VALVES PER EMWD STD. NO. B-255 Q Q 8" TEE to INSTALL AIR RELEASE VALVE PER EMWD STD. NO. B-598 W � � S N 7'S9"W 27 » w S 28 INSTALL 6 FIRE HYDRANT ASSY PER EMWD STD. NO. B-362 W _M W I 29 INSTALL 5/8" METER AND SERVICE PER EMWD STD. NO. B-590 LLl ---- —_ -.- ` INSTALL STANDARD RESTRAINT PER EMWD STD. NO. B-663 w I 00 36 INSTALL TEMPORARY BLOW-OFF PER EMWD B-568 O4 — — — wcov I c`� 21 w I O a_m I oaf ASSESSMENT DISTRICT FACILITY M 6 �00 1I Q 8 SEWER 24" WATERLINE BY OTHERS cfl I o � �- ,' + � m II 1 rh I soUT+4 OF— G.L. , + >_ Q I N -m TENTATIVE TRACT NO. 29704 " Q o ° X i 36 TENTATIVE TRACT NO. 28207 28 � JLj I =w> CL � NCD= __ f _ _J0000 N 00.�.Ni Underground service Alert 25 I i DIG ALERT HALEBLIAN ROAD Q& TOLL � SEE SHEET 7 GRAPHIC SCALE 1-800 40 0 20 40 80 160 BENCHMARK: 0.2 MILES SOUTH ON WASHINGTON AVE. FROM NO. 600-20-68 W-2M • THE POST OFFICE IN MURRIETA, 2.4 MILES EAST ON LOS ALAMOS RD., 4.8 MILES NORTH ON TWO WORKING DAYS BEFORE YOU DIG HWY. 395, 0.1 MILES WEST ON SCOTT RD. 78 ELU.-1517.543 DATED: 1970 IN FEET SEAL-ENGIN SEAL-COU COUNTY OF REFERENCES FEON,g easr �,�,,,,,�,,�wA�t o�arwcT EASTERN MUNICM 1I��E�'ER DIS?RICT I.D. 13 & A/U-1 0 QRpF E SS/ON A LLARD ENGINEERING QROF ESS/p� SCALE DATE o�Y c�Fo� S.A. 41/33 O 0 J. q� A. •9� TRANSPORTATION DEPARTMENT NO. DATE INITIAL REVISIONS APP"VD yj�{-� S 2-5 % DESIGNED W.O. 99-352. Civil Engineering — Land Planning ��'��,�� OTy� F`y APPRov� �: s ALy►Rp GH4�•IC- wATeR c�►�� ouT �M Rr,�T IVI L N N a U IV�!:4 � DRAWN TRACT NO. 26163-1 C.O. 21 �7 p 6101 Cherry Avenue v~i Yz 7z �= _m SoUT14 LeWE2E.p W!A-TeQ L_N. ITT. INITIAL DATE TRACED z - z COORD. 23D-45 No. 36052 m Fontana, California 92336 No. 33950 m 5�,, 19--00.co -ro QT,& , 19+66 .Sv, PROJECT ENG. S 2S CHECKED SEWER, WATER IMPROVEMENT PLANS 909 899-501 1 Fax 909 899-5014 g SHT.5 OF 12 Exp. Exp. DATE GRRec?ten w�'t'Ert �*�• STi.. STD. INSPECTION - SUBMITTED D_ 2�og� CIVIL �P �� CIVIL �P �•s�° sue. 25+40-00. APPRCYVALS WTR. OPER. - TUPELO ROAD FILE 9TF Pre erred By• C.E. N0. 36052 qTF ' /� / C R [SSMN11 0 3 AuG 9 9 SWR. OPER. °F CA��F DATE: S. 2 s �i5 of CALF STA. 19+00 TO STA. 23+20 CADD RECOMMENDED DATE FILE Filename: L:\DWG\11802\SEWER\26163\SW2 Date: MAY 21, 1999 9/7' . : M 1 _ - _.. _ . _ _ I N 6 9. L T1�tG G DE AlA _ - _ ft1 1 97 15_ A L (� S RE : __ : - C_ t fi IIx _ ( _ : t A C _0 R Ef _ _ I- i , I : C. 11 A SE S: N DST --a--- � _ - » - T ! __ Y ER , E t { L d- 1 _ _ z 11 -- - � _ t 7 7 0 _ _ _ t~ _0 0- F RE TR IN D: Ot TS "Lf IT t __ __ l 10 LF R ST At ED J NT MIS 1 i . �( N gl G cn OR 8 _ _'I t I { t � { 100 -11A F TR _ - I LA �,TI - ...._ _ # °o ''�. f - lot , dT _ 8i? _ I _41 - t I A , I » y y _ - - - � 4 W TE LI E Y flT E13 --- _ r I V y _ y , _ - _ t _ - _ + y t _ , , + 00 y - _ _ 11 � t ! _ I ( y , 00 I. _ y { ! I y -- , -0 0210 y { 01 t l_ --}- t t I � y iPROFILE -i.. .._ q.....- :. -. - � _. - y � .. __ - _. .. ii _ I = 40 HORIZ. 1 _ _ -._ _ _ - - __ _ _- . S - _ - _. VERT. 1 4 1 It _ _ I EW R t ! y 1 2 3 4 5 6 7 7 Q 8 9 10 HALEBLIAN ROAD i Al ►v + Q � ' A C TON NOTES �- H } I h S W R o r� { i 3 .I m d N cD H`� 1 +30.00-CAP 8" WATER 1�-CONSTRUCT 8" SEWER MAIN 6' N. & E. OF C/L w a � 0 31 STD. DWG. SB 157, SB 158, SB 159 to I 8" PVC, C-900, CL-150 in ►-a S=-0.01 18, CG= 28 I O a2 --CONSTRUCT SEWER MANHOLE PER EMWD STD. NO. SB-56 uo= 8" SEWER 6' W/C.L. fa �� N _ RESTRAIN ALL JOINTS 1 +30.00 STUB k CAP - cv I = x , = cNo �) 6'� M ��'• ASSESSMENT DISTRICT FACILITY 8" SEWER PER B-663 I S=-0.01 8 INV =148' .47 - ! Li 6 E/C.L. � M J. 28 3 CONSTRUCT SEWER LATERAL PER EMWD STD. N0. SB-177 w I o a-� ,�� ,�. N p� 24" WATERLINE BY OTHERS 6' E/C.L. 2 F �0 TENTATIVE TRACT NO. 29074m- m UI � c}'/ 13 sT o� G•� � M 0) 6a-CONSTRUCT SEWER 8" STUB AND CAP PER EMWD STD. SB-49 6+3 .00-CL HALEBLIAN= o m N + 4 4 Na 1 +0 .00-CL FUT. ST. t� 4 4 4 + � z ` $ WATER cn 21 4 + 13' �. 21 INSTALL 8 PVC WATERMAN, C-900, CL-150, 6 S. & W. OF C/L L4 - ^ PRE EMWD STD B 408 _ -� - �_ - - Q 23 INSTALL 8" RSGV GATE VALVES PER EMWD STD. NO. B-255 H T_ - M N01 0'20"E - M NO1 0 20 E M - M 25 - UJI W a-INSTALL 8" TEE s I- 9I - - -- - 28 INSTALL 6" FIRE HYDRANT ASSY PER EMWD STD. N0. B-362 s o S " 'r- . v•p n �, `� - = W 30 INSTALL STANDARD RESTRAINT PER EMWD STD. B-663 401. '- i ------------- V 31 ' / 13 o--INSTALL STUB AND CAP 10 BEYOND P L PER B-663 I 2+10.00 O 1 4+25.00 , .�� 6+ 84= 8+60.20= 2 © 1 +06.00 O O 1 0+94.00 2 1 C/L MH#8 C/L MH#9 °� • C/L MH#1 C/L MH 11 O I I , I � r�Q 0+94 00-8" FLG'D. TEE 1 +15.00-STUB & CAP N TENTATIVE TRACT NO. 28207 I O 8+54.15-CL HALEBLIAN= 1+00.00 HALEBLIAN ROAD = (2) 8 RSGV FxH (E,S) S=0.0140, INV.=1483.99 1 +00.00-CL FUT. ST.(W) 23+19.08 GARBANI ROAD i I 1 +13.00-CAP 8" WATER 31 1 +OCo.00-8" FLG'D. TEE 0 20 GRAPHIC SCALE 160 Il*WwWmnd �.� /4W ' I S=0.0140, CG=1492.81 (2) 8" RSGV FxH (W,S) 40 I I I RESTRAIN ALL JOINTS CC ALERT PER B-663 ( IN FEET Cad TOLL FEE 1 inch 0 ) it. 1-� BEN >iMr►�K: 0.2 MILES SOUTH ON WASHINGTON AVE. FROM NO. 600-20-68 z]-mw THE POST OFFICE IN MURRIETA, 2.4 MILES EAST ON LOS ALAMOS RD., 4.8 MILES NORTH ON TWO WORKING DAYS BEFORE YOU DIG HWY. 395, 0.1 MILES WEST ON SCOTT RD. 78 ELEV.-1517.543 DATED: 1970 MWOM REIVC:ES wA� EASTERN MUNICIPAL WATER DISTRICT 1 SEAL-ENGIN SEAL-COU I.D. 13 do A/U-1 Q�pF ESS/Ohq ALLARD ENGINEERING QROF A S IONq �Y � SCALE DATE ��E oo�rY c�o� S.A. 41/33 �p Np J. q l _ �O �10 or l TRANSPORTATION DEPARTMENT N0. DATE INITIAL REVISIONS APP"VD V � j- j)lq/q f DESIGNED W.O. 99-352 ;2. PI a n n i n F c coL_�cx.�T �M L er--'� CIVILENGINEER SUBDIVISIONS DRAWN TRACT NO. 26163-1 C.o l F Civil Engineering Land g �, ti 51 V/� Au,wo u�►�.I�Ewezcn r ti ,� �- ve BYE � 6101 Cherry Avenue v, Yz 7Z -to WEST, 1.awEREV wane-� �N. B�-. INITIAL DATE TRACED No. 36052 m Fontana, California 92336 No. 33950 m WATER WROVEM EW � COORD. F 12 ST4. ?•1oo.ao �. sTs►. Io�oo.00 C�tRe� PROJECT ENG. TS st CHECKED SHT.6 OF 12 o (909) 899-501 1 Fax (909) 899-5014 � Exp. D$ M.�-loG.o - r-u-r,ST. STLASIS SM& INSPECTION SUBMITTED HALEBLIAN ROAD D-2'a9s G'-1-21 1, ST.&, 9+*% 40Dc-o zq-"�nM. NIPMV� WTR. OPER. FILE civ�� `P Prepared 8 C.E.. NO. 36052 s�q civic- F '�P : C R1S1M&V 62 /:31LIG y 4 cs:asst��, sra. s3 -4a. to c�� n SWR. OPER. - STA. 6+00 TO STA. V+00 y� CADD CA��F y.n� DATE: s ' ZS " 99 CA�� RECOMMENDED DA E SW• eue-, �A io• FILE q 11 l �Ev�v�TR• q�+S�� Ile ��,� N Filename: L:\DWG\11802\SEWER\26163\SW Date: MAY 21, 1999 X,, ,. .. ... _ . - - _ A SE SS E Is {C F Ca_ ITY _ , : � N 0) '21 11F ao . _ O O D FI 1S G -�• + _ - tT �- _ t I I _ 1 { j - - _ _ C 9 0 CL 15 Lr I -I } I _ 1 ! 77 - _ A - E ST G GRADE" —t C ! _ _ 1 i � _ _- fi _ _ . - - _ I .:.:... oo t--}- -_ _ I } as • 4� �- { PROFILE T — f _ oloo _ �— _ -- H ORI Z. 1 — 40 NERT: 1 = 4 _. t _ I ' 10 �G 11 12 13 14 u � TUPELO ROAD CONSTRUCTION NOTES M ROAD SEE SHEET 5 SEWER 8 � 8" PVC, I 1a—CONSTRUCT 8" SEWER MAIN 6' N. & E. OF C/L C-900, CL-150 N 6' W/C.L. STD. DWG. SB-157, SB-158, SB-159 , CONSTRUCT SEWER MANHOLE PER EMWD STD. NO. SB-56 TENTATIVE TRACT N0. 29074 ! �3 — CONSTRUCT TERMINUS SEWER MANHOLE PER EMWD STD. NO. SB-58 025 23+15.93 TUPELO RD.= ^ 4�-CONSTRUCT SEWER LATERAL PER EMWD STD. NO. SB-177 14+12.12 HALEBLIAN R ASSESSMENT DISTRICT FACILITY8" SEWER 8" FLG'D TEE WAT R 24" WATERLINE BY OTHERS 1 8" RSGV FxF 3 ►3• ws-1T of-- �.`.. 6 E/C.L. �2� 8" ADAPT. FxH (W,S) o� 21 INSTALL EMWD STD BA408 AIN, C-900, CL-150, 6' S. & W. OF C/L Q4 4 4 4 21 O N 23 INSTALL 8" RSGV GATE VALVES PER EMWD STD. NO. B-255 b) 25 INSTALL 8" TEE 20 28 INSTALL 6" FIRE HYDRANT ASSY PER EMWD STD. NO. B-362 M M � —r -w-- _ _ Z o _ - - - fto . 00 20 E tM ' M N01'00'20"E I- � - I 30 INSTALL STANDARD RESTRAINT PER EMWD STD. NO. B-663 s — 14 W LU 1 /11 +10.00 C/L MH 1� 1 2 , 013+85.40 C L MH 13 TENTATIVE TRACT NO. 28207 23+18.98 HALEBLIAN RD = GRAPHIC SCALE Unft rou Swvics 40 0 20 40 80 160 DIG ALERT Cab TOLL FF� IN FEET BENCHMARK: 0.2 MILES SOUTH ON WASHINGTON AVE. FROM NO. 600-20-68 1 inch = 40 ft. 2V-NW THE POST OFFICE IN MURRIETA, 2.4 MILES EAST ON LOS ALAMOS RD., 4.8 MILES NORTH ON TWO WORKING DAYS BEFORE YOU DIG HWY. 395, 0.1 MILES WEST ON SCOTT RD. 78 ELEV.=1517.543 DATED: 1970 S REVOONS EAsre� MU IWAL.WATER Du wcr EASTERN MUNICIPAL WATER DISTRICT I.D. 13 do A/U-1 0 SEAL-ENGIN SEAL-COU RE�RE�E Q� �ti ALLARD ENGINEERING Q 0011�'Y of SCALE DATE COUNTY CA�Ow�A S.A. 41/33 pFESS/ �pFESS/0 O p J. q� O O A. 0 .1 TRA AMN DEPARTMENT NO. DATE INITIAL REVISIONS APP"VD � J I ��Zy?I DESIGNED W.O. 99-352 �' '� Civil Engineering — Land Planning ��'��,� Tye Fi �: 5 rr A C44&W a *-A&TW_A CALL cc,►�r r-"M LE-C-T CIVIL N INSUBDIVISIONSDRAWN TRACT NO. 26163-1 C.O. 6101 Cherry Avenue Y� 7z To wesr LAZE�.�0 KH• ►MM Z8 INITIAL DATE TRACED COORD. 23D-45 No. 36052 m Fontana, California 92336 0 No. 33950 rrnn ccaaec.-mp WATER 6Td. g-ELE�•� PROJECT ENG. ,� CHECKED SEWER, WATER IMPROVEMENT PLANS SHT.7 OF 12 eWc (909) 899-501 1 Fax (909) 899-5014 EXP. $ 4 su, ►4-+►z.rz _ a�t.oG. �.+�• r-aoM su, INSPECTION SUBMITTED D— zj ��Exp. c ` \� �� C1V1� \P DATE 114G2.73 -to ST I& 114-00-c ,, WTR. OPER. HALEBLIAN ROAD FILE �TF ►v► Pr pared y R.C.E. NO. 36052 �TF \� ' CR l SSM4N 03 AI/cw 0)1 SWR. OPER. STA. TO STA. 14+18.17 CADD OF CA1-�F DATE: S -24-' ?_ CAS RECOMMENDED DATE FILE r Filename: L:\DWG\11802\SEWER\26163\S Date: MAY 21, 1999 117�#li _I ii I _r t r - - - -- 1 } i N 7-7 3. i4 T t ATCLO RE 1 I ! ! t I I o } t ;N it I t } ► I ► — —� { - r -�- -i _ __.� - 1 --t' -- - �— —, --1 F — r— : _ _ _ ._`�"- __ ..__ _...- � � , I r , : Ak 1 '.. i , 1 , i t 1 i t t ! 1 1 - i MAW --4 } _ - l � -- - _. t _ #- , , - XtS fN - RA E T ! _ � } ! � } 1 , 4 ' i I i 1 + - I + , Q <c i t t I I I I I 4 , + 4 t t ! f 4 — {{ , -- _ ._.__�. -�- # E f i I 4- -J. }r ! 1 , iy , !. j - — - --- _-- — + i I , 1 4 r } } I 1 I I Zj I-- -4 __ - . 0. 4 t i -- -- - - --- _ F 4 I - - - .- 4L� Of - k to ( I Dco I } _ J -1I 5 y t _ .-- -- _._ _ _ —. _ _ -- - - — I _ t— 01, i i -j _ _S _ T � � i4 r T } f -- --- — - - — — PROFILE _ -}- - - -f ! r-- —t - _ . „ , ± ! { I 1 T T HORIZ: 1 40 p - I , i I i- 1 I I { 4 1 . 3 F 8 SE E I 99 97 LF 8 SEA _ 4. 2 10 E ER I ( 29 .9 L E _ -_ ._... - _ _- -_ __... - .. :. , } _ •:.. i :... ± , ! I i i I i i i j I 1 1 ' F tt • _ VERT• 1� 4' 1 2 3 4 5 6 7 8 9 10 11 12 cm C TION NOTES ' ! N o 1 - ± N0 '52'47"E � SEWER STD. DWG CONSTRUCT 8" SE SEWER IN 6'S N.B- & E. OF C/L I s w I I O 4 4 — i1] cn O = 40' WIDE 2 -I+ I I EMWD V CONSTRUCT SEWER MANHOLE PER EMWD STD. NO. SB 56 i NSEWER TENTATIVE TRAC NO. 29074EASEMENT I I = CONSTRUCT SEWER LATERAL PER EMWD STD. NO. SB-177 i `i V) O -i � 6 CONSTRUCT 8" STUB & CAP PER EMWD STD. NO. SB-49 I � X I I U 11 w U + O—CONSTRUCT SEWER MANHOLE PER EMWD STD. NO. SB-53 I w 11 I rn 8" SEWER FUTURE 8" WATER o j I of 6' E/C.L. BY OTHERS CONSTRUCT 10" SEWER MAIN 6' E. OF FUTURE C/L I _ STD DWG. SB-157, SB-158, SB-159 � + 2 8 I; 8" SEWER I 2 * NOTE: CONSTRUCT END OF SEWER LATERAL Ga P�.�.S 6Etrnt�t w I� 6' N/C.L. 4 I FUTURE FINISH SURFACE OF ROAD PER SB-177. Li ! O o I + (+ Z I N ~ rnl i X � Z w 20'I, 101 . 29704 I ! f O i � � FUTURE 08H'ERSTER 6 I, X O y► 1 _ I w 3t Ln 13 I 2 10" SEWER t Z i j 6' E/C.L. � I N i OW WIDE EMwD w w O U ji 1 p GRAPHICSCALE w I i j - - - I ' 0 40 0 20 40 80 160 C14 ' I j� ��05.Xo C/L MH#1 O04 () 0 + Alert Z 11 —` ( n,1 FEET p� r - -M _N00'52'47"E o 9 I 1 inch = 40 ft DG �fl l + - � � 0.2 MILES SOUTH ON WASHINGTON AVE. FROM NO. 600-20-68 • BENCHMARK THE POST OFFICE IN MURRIETA, 2.4 MILES EAST C�TOLL FF _ 0 1467.06 INV. N.&E. ON LOS ALAMOS RD., 4.8 MILES NORTH ON cn O(2 ® S=0.0200) HWY. 395, 0.1 MILES WEST ON SCOELEVD 15817.543 DATED: 1970 TWO WORKING DAYS BEFORE YOU DIG + I+ i ± SEAL-ENGIN SEAL—COS REFERENCES EASTEr� I�IUNCPA�WA1�1 DI�rcT EASTERN MUNICIPAL WATER DISTRICT I.D. 13 110 A/U-1 COUPlTY OF i�VEFt9DE SCALE DATE S.A. 41/33 Q�oFEss,oti ALLARD ENGINEERING Q OFESS/ � - oot�rY� , �p ND J. q q� _ �O �� A. 0 yk, TRANSPORTATION DEPARTMENT NO. DATE INITIAL REVISIONS APP"VD Vim, J • ��..c,� S/Ls/11 DESIGNED _ W.O. 99-352 �0 4< F Civil Engineering Land Planning �� ,, y F �,,�,Rp t o sEwE� �T coKs-r; %1o'Te- CIVIL ENGINEER U IVISI NS DRAWN TRACT NO. 26163 1 C.O. y �� '9O Zc_ 6101 Cherry Avenue v~i YAP Z Z� APPPOVM �. APPE0 °e, 10 L. 7/ INITIAL DATE TRACED COORD. 23D-45 W No. 36052 rn Fontana, California 92336 W No. 33950 rn PROJECT ENG. .5 s?S CHECKED SEWER, WATER IMPROVEMENT PLANS DATE ¢/99 A SHT. 8 OF 12 °L Exp. (909) 899-501 1 Fax (909) 899-5014 Exp. INSPECTION SUBMITTED D- 210507 s� L �r `r�' CIVIL `P PPROVALS WTR. OPER. SOUTH SEWER - � 29074 FILE clvl � Pre ared By: .C.E. N0. 36052 q \� ' �� / CR I SJM/�N d�i9UG. 7 7 swR. oPER. STA. 1+00 TO STA. 12+00 CADD OF CALIF - DATE: S` Z S ' R�' OF CAS RECOMMENDED DATE FILE �f.,t Filename: L:\DWG\11802\SEWER\2616 Date: MAY 21 ,1999 1717op4q f 1 1 i { ; , : I � - - f { : 1 __.. _. _.. ..._. ___..-- ---._ _.. _._.. .._ --- - -- I IPROF {FIN SH GRADE I ( I P O OS D !� L i i , , ..... ._._. - t. 9 -} -} I 1 •— t , 1 - - 1 1 t _I ; ; i i t i_ } _.._. .. -- I I i l ( } I I I 1- i i I i --• f I r- i � { I ; 1 - } ; ; j t - I , tt � 1 � T R e ! t I ( 19h7 ATERWNE ` " I r! - - �- - - - -t - - - - - - -- - - -- - I ;——I — + —i } }- - I ,- tI , ; � i l I t i I I i I � I rt i ( ( --�----�--- } ' ; - --_..., ! ( 1-- : t � - --Y-- --- -.._.---+--- --+-- �--t----�--r--- ----�--!----�----+--- ---- --�- ---k- - - - - -r- ! _ __. _. , t , —�—� � t I �. � , ;. I 1 I t i � I 1 i f i •' 1 ' i ; � - - i ;- _ _ { , ( j —O 1 1 : I 0040 } I i• , l i I l S, i . i t , 40 , t — _ .0 _ i T : I E , 4T' -J i - � I -�- _.� _ � I I f 4 ! -----}I I � I t • r 1 ' � I ' I � I i I r ! 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EASEMENT O EASEMENT { �I / 0 rn o �= + rn 0+94.00 MESA VIEW DR.= j! t J o Lom p' 20' 1 L 1 15+78.98 TUPELO RD. 40' ' I N I 8 FLG D. CROSS + +� I �6 FUTURE 8" WATER (2) 8" RSGV FxH (N,W) 13' 1 Z I BY OTHERS (1) 8 ADAPT. FxH (E) I TENTATIVE I - r - __ —._ --- r i I - N0o'52'47"E 1 N "' -- -- _ TRACT NO. 29074 - -_ 1 „E o W i 0 18+53.51 - - - _ c° N C° I �' °' LU C/L MH#6 15+85.98 ( co 1473.04 INV. EAST 86.05 TOP WTDR. 11J GRAPHIC SCALE 8" SEWER 6 (� S=0.0040) C.L./INT. ddc 15+91 .98 TUPELO RD.= 40 0 20 40 80 160 TENTATIVE 6 N/C.L. ! 1 +00.00 MESA VIEW DR. 21 +29.47 SOUTH SEWER. i I ' I � I TRACT NO. 29074 ` h 40 11 1 inch = 40 ft. 1� undsr70JW SWVk* A� MATCHLINE STA. 17+00 ►j SEE RIGHT DIG ALERT cb TOLL � ,gyp, py 0.2 MILES SOUTH ON WASHINGTON AVE. FROM NO. 600-20-68 Aw-nm �` An^' THE POST OFFICE IN MURRIETA, 2.4 MILES EAST ON LOS ALAMOS RD., 4.8 MILES NORTH ON TWO WORKING DAYS BEFORE YOU DKi HWY. 395, 0.1 MILES WEST ON SCOTT RD. 78 ELEV.-1517.543 DATED: 1970 SEAL-ENGIN SEAL-COU FESS'ON,9 ALLARD ENGINEERING ou FESS/0 OOLtM OF REFERENCES � E AL WATER DUrFIr EASTERN MUNICIPAL WATER DISTRICT I.D. 13 do A/U-1 J. q �� p A. p ,9< TRANSPORTATION DEPARTMENT N0. DATE INITIAL REVISIONS APP"VD rr SCALE DATE CXXN Y CA.FCFM S.A. 41/33 << F Civil En ineerin — Land Plannin �,� T.y F �-vG • �u"•A� 5/LS/ i DESIGNED W.O. 99-352 y� yc� 9 9 9 �4i ��. , yc� APPROVED BY' 5 T Au�aO i-A.q�L*0 Fk I•E-RA *28 atwtSeo CIVIL ENGINEER OSUBDIVISIONSDRAWN TRACT NO. 26163-1 c.o •3 y p 6101 Cherry Avenue cn Y Z sc_V4E _ L A"r. ObNST. r4oT'E ADD It P L. INITIAL DATE TRACED No. 36052 m Fontana, California 92336 0 No. 33950 m I�E••M�VEO Renuc� �k- �T a S'T�., SEWER WATER IMPROVEMENT PLANS COORD. 23D-45 909 899-5011 Fax 909 899-5014 t PROJECT ENG. �S =r CHECKED + AL Exp. C Exp. 8�4 a+94,co Mrma vmw VK. AVD swR. INSPECTION SUBMITTED SHT.9 OF 12 �� \� �� \P DATE LaT. -ro M.�-1, 5, APPROVALS WTR. OPER. SOUTH SEWER — TTM 29074 D-2�o9a 1 civ►\. Pr pared By: R.C.E. NO. 36052 q clvl� ' �c C R I SJ'IWI?N 46Z og 97 SWR. OPER. FILE CA�\ DATE: S '2-5 • 9`j CA��F RECOMMENDED DATE �' STA. TO STA. 21+35.47 CAS Filename: L:\DWG\11802\SEWER\26163\11 \v: Date: MAY 21,1999 911 dr _ _ - _. . - _ . _ . _ _. _ _. I _ f T _ _ L ITS _ _ . _ _ _ _ _ __ _ 11 F NE __ . t - :_ . . _ AA rs- _ _ t _ _ jw P w a _ .: tN tMt S � : AIE _,� _. . s - _ EX T G: :GR :13 A : r _ tt _ P tr GR Q ,n_ _ I�lt _ _ _ _ _ _ _ M 3= _ _ . fE Ir Or O Ld _ 1 a Rt _. ►� I O) O _ _....... �. cD � rn I II St —jE 0 CL 1 0_ d <r o + U Oto cQ 11 _ - 00 o T _ r I j _. --- -ir _ o ca o • � a_ _ _ i > _ 01. 3__ 4 DD cn 7. 00 to -1 _ _ _ - o _ _ _ - _ - bb __ _ _ _ _ It PROFILE : _. _ .�. o � . 14 ,>� t_ w R s .6 L $ � w I� : HORIZ: 1 40 _.. sR.... .,, _ = — __ 1 2 3 4 I 2 3 4 ,�. .��. 5 I �oq T�F ti °oaF�o TION NOTES . MAPLEWOOD DRIVEM DRIVE rti �'� �` SEWER r'S�J CONSTRUCT 8" SEWER MAIN 6' N. & E. OF C/L 3 w 1 O 1 STD. DWG. SB-157, SB-158, SB-159 ory Z 2 CONSTRUCT SEWER MANHOLE PER EMWD STD. NO. SB-56 �uIEADOW VIEW DRIVE SEE SHEET 12 Q w �` 6' 28 •� 4 CONSTRUCT SEWER LATERALS PER EMWD STD. N0. SB-177 �' o a_ 13 h 5 ;� tijgcg0 v i o 3 30 BW PVC, C-900, CL-150 CONSTRUCT SEWER CLEANOUT PER EMWD STD. N0. SB-52 h �So TF�.zc`'�,p V/ oo to � o Q No m N 13' W/C.L. V, poFy, �r c�ao 00 WATER qAT Fy �ti O�O'Qo BW �� 8" SEWER +L i N ki �+ 0. � tK• O 29 � 21 IPERAEMWD STD WATER- MAIN, C-900, CL-150, 6 S. & W. OF C/L 4 21 27 INSTALL AIR RELEASE VALVES PER EMWD STD. NO. B-598 1 Q PVC, C-900, CL-1 0 29 13' W/C.L. z — — R N �, 28 INSTALL 6" FIRE HYDRANT ASSY PER EMWD STD. NO. B-362 W w _ 1"E _ 2 `D M -X�86 29 INSTALL 5/8" METER AND SERVICE PER EMWD STD. NO. B-590 w 6. �� e0 30 INSTALL STANDARD RESTRAINT PER EMWD STD. NO. B-663 • � T T �' Op 1� F` 4 W 9 21 4 � 4+15.94 BK.= ( R h 04 9 N 3� -� AN, Q I N o ti � CURVE TABLE 4 4 9 41C 8 90' BE 2 29 0 = 9 R L T o S3F 1 28'24'26" 287.00' 172.2c 88.78' w o 3 s NO 32'01"E II 3 3 + 1 g 0 V J 0 OD 1 4 3 ASSESSMENT DISTRICT FACILITY Li N o > Q �, o >_ �, 3 28'04 59 306.00 149.98 76.53 N BW 29 4+15.94 29 � 24 WATERLINE BY OTHERS w 2 00 0 rn= 4 95.38 nj ! o N o � (� 4 06'17'40 306.00' 33.62' 16.83' ,ry0 o` �O1.T TOP SWR. �J4+34.94 BK.= : � 8" SEWER �� (0 c60 0 ca 4 4+1 1 .33 AH. v 5 27'52'06" 294.00' 143.00' 72.94' + +� o = W 29 LO C/L MH 32 2 rn _ L' 6 28'38'52" 313.00' 156.50' 79.92' o O o \ BW - + CD n 2 N ,3 g �y 3/4 v 27 28 000 TRACT BDRY. ± OO 2 0 4+70.62 FH PER B-362 Z 8" SEWER r J &� 1 AV PER B-598 6' N/C.L. + 8 RSGV (FXH) ( / a W 2 4+74.00 C/L CO#1 5 TUPELO ROAD MEADOW VIEW DRIVE GRAPHIC SCALE l� W7*md SWA0e Alert SEE SHEET 4 SEE SHEET 12 40 0 20 40 80 160 DIG ALERT ER FEET ) c.� � FFEE 1 inch = 40 it. �m 0.2 MILES SOUTH ON WASHINGTON AVE. FROM NO. 600-20-68 W_mw THE POST OFFICE IN MURRIETA, 2.4 MILES EAST ON LOS ALAMOS RD., 4.8 MILES NORTH ON TWO WORKING DAYS BEFORE YOU DIG HWY. 395, 0.1 MILES WEST ON SCOTT RD. 78 ELEV.-1517.543 DATED: 1970 FENCES EASTERINI IiI�A�I WAL WATER DEBT FACT EASTERN MUNICIPAL WATER DISTRICT SEAL-ENGIN SEAL-COU I.D. 13 do A/U-1 ' �pF ESS/ ) F ESS/0 OOLWM OF FIVE�E FEF� SCALE DATE IgV6lBDE COUNTY CALFOFMA S.A. 41/33 i0 O P O J ONq� ALLARD ENGINEERING O A. O q� TRA ATION DEPARTMENT NO. DATE INITIAL REVISIONS APP'VD r ( ,ty DESIGNED W.O. 99-352 �� °N << F Civil Engineering — Land Planning �� ,,�10 ly F nL ,�.>sE�n F�,. i ,�*,, :s �Ma IL ENGINEER DRAWN TRACT NO. —� c.o y y , r w ti APPROVED BYE N 4� o 6101 Cherry Avenue cn Y� 7Z �= lt"UCER G' STs, o�94.00 MESea NA PAP INITIAL DATE TRACED SEWER WATER IMPROVEMENT PLANS COORD. 23D-45 0 No. 36052 m Fontana, California 92336 w No. 33950 m A"IEO 24" wTR. VrA. r6- C--&. Na PkeF1le PROJECT ENG. CHECKED � SHTAO OF 12 o: Exp. (909) 899-501 1 Fax (909) 899-5014 Exp. o 9 QRtLc-TE=C � .VjecT >.pwT. Pub. 3 E.3 INSPECTION SUBMITTED p_2�po�g P \� DATE Co0ar-'reo SWAP. Ir Sm%/. Oer. sra,4+IS. APPROVALS WTR. OPER. MAPLEWOOD DR.-STA. 1+00 TO 4+70 FILE Pppared : .C.E. NO. 36052 �� CIVO- ' �/ CRIIrMI21/ 153A000 99 4474-.0o ftgIW P;dr. W11f-..Tce sv.�(te SWR. OPER. Pp DATE: S • 2�s-g?2 F MESA VIEW DR.-STA. 1+00 TO STA. 4+37.41 CADD cA�� RECOMMENDED DATE C14, I�oG•00 �4•N$•c0o °�233 . FILE -wm. Su./ eeNtsev yAdT Am ague,e Filename: L:\DWG\11802\SEWER\261 9/; 4 4-IC7,04. Date: MAY 21, 1999 - . ...... ..., _. ,. .. ..... _... - -.: _N :: RkDff A" _- _. -,- _ _ _ _ - - _ A C 0 £T _ i I N AT CL O ET 0'_ t _. LI, __ .__ co I 1 E_ tr _ 1 C ! l i 1 1 ix 5 I g.El I 4 t I ►� _ -r- t- :. it _ - �- 044 4* ki'W' .0.0- 3� 9 X -4L %J Aj - II -.6 51- 1 :. I I - _ I + �- 4-. I _. T _ I I ! I M iaw 0077 1+ 00 t I -+- 1 l I -._ t i _ 1 1 ! cr I t I - i , l f l _ PROFILE -- - - -+- + HORIZ. - n f ' _ t VERT. 1 = 4 1 2 3 4 5 1 2 3 CONST WTION NOTES SEWER 1�CONSTRUCT 8" SEWER MAIN 6' N. & E. OF C/L STD. DWG. SB-157, SB-158, SB-159 ML98K)N DRIVE I, to--CONSTRUCT SEWER MANHOLE PER EMWD STD. N0. SB-56 I 3 CONSTRUCT SEWER TERMINUS MANHOLE PER EMWD STD. NO. SB-58 27 a-CONSTRUCT SEWER LATERALS PER EMWD STD. NO. SB-177 I 26 CONSTRUCT 8" STUB AND CAP PER EMWD STD. NO. SB-49 V� 3III Ln 8" PVC, -900, CL-150 28 Q 1+06.00 N 8 PVC, -900, CL-150 I 82.61 BOT. wTR. 13 W/C.L. I 3 = N 13' W C.L. m 75.77 TOP SWR. cn w / Q 00CK WATER BW BW a o I na- om (� BW 12+73.98 TUPELO R 3 Sri mo 21 INSTALL 8" PVC WATER MAIN, C-900, CL-150, 6' S. & W. OF C/L i 27 0+94.00 TUPELO CT.q � + V) rn o-m PER EMWD STD B-408 C� » , "' a N a-(D 0) 23 INSTALL 8 RSGV GATE VALVES PER EMWD STD. NO. B-255 � 1 +51 .00 FH 8 21 N 28 8 FLG D. TEE 4 m INSTALL 8 TEE `' AS B-362 �W 8 RSGV FxH (N, ) 'Q, 4 29210 29 29 25 "0+87.00 MISSION �1R= �� h �2� 1 8 ADAPT. FxH ( Z 3+66.82 MEADOW VIEW DR -j c�, nj ry `O� o 26 INSTALL BLOW-OFF VALVE PER EMWD STD. N0. B-568 (1) 8"D. TEE 1 W � o �h mQ�� , M 429 27 INSTALL AIR RELEASE VALVE PER EMWD STD. NO. B-598 (1) 8 RSGV FxH (N) I N00'52 4 E _ � 3 M x �• N00'3 01 W j 2 a I - 3+00.00 CL MH#29 O 28 INSTALL 6" FIRE HYDRANT ASSY PER EMWD STD. NO. B-362 1 +06.00 MISSION DR= 2 3+85.82 MEADOW VIEW DR 2 s _ 29 INSTALL 5/8" METER AND SERVICE PER EMWD STD. N0. B-590 MH#22 ~o � 30 INSTALL STANDARD RESTRAINT PER EMWD STD. N0. B-663 BW gW = °° 31 INSTALL STUB AND CAP 10' BEYOND P/L PER EMWD STD B-663 � 3 � cn w 4 29 S � o 6' V J z w 8" SEWER 29 4 U 3 ' 30 8" SEWER o O Q N 6' E/C.L. 4 29 N Q cn 3:cn N O CURVE TABLE 6' E/C.L. o �. = Z 1 +06.00 TUPELOCT.= O R L T cwn+ r i 8" SEWER �� Q Q N C/L MH#12+92.98 TUPELO A 1 26'17'59" 131 .00' 143.67' 73.12' I 2 6' E/C.L. � " W 2 25'25'22" 294.00' 130.45' 66.32' W r , 3 � LO �i 3 01'20 34 294.00 6.89 3.45 � ~ + I 89"100 `�11ert 2 6 TUPELO ROAD SEE SHEET 4 GRAPHIC SCALE DIG ALERT MEADOW VIEW DRIVE 40 0 20 40 80 160 Cob TOLL FRE SEE SHEET 12 I"= BENCHMARK' 0.2 MILES SOUTH ON WASHINGTON AVE. FROM NO. 600-20-68 W-2600 THE POST OFFICE IN MURRIETA, 2.4 MILES EAST ( IN FEET ON LOS ALAMOS RD., 4.8 MILES NORTH ON 1 inch = 40 ft• TWO WORKING DAYS BEFORE YOU DIG HWY. 395, 0.1 MILES WEST ON SCOTT RD. 78 ELEV.=1517.543 DATED: 1970 SEAL-ENGIN SEAL-00u COUNTY OF RNE ME REFERENCE8 EASTEFIN ,,►�WATM oe FICT EASTERN MUNICIPAL WATER DISTRICT I.D. 13 & A/U-1 QRpF ESS/oti ALLA RD ENGINEERING Q�OF E SS/oti SCALE DATE COUNW S.A. 41/33 J ��F Civil Engineering - Land Planning �� ,� A. arq�F TRANSPORTATM DEPARTMENT N0. DATE INITIAL ' REVISIONS APP'YD , , 17, . I Ftf DESIGNED W.O. 99-352 , . �� g 9 9 �Q`' '�'� ti� APMVED BY' 1 /io 4LU1ttp c►Kwie�6 24 vvTrZ,cdl.l. ou-r FRora Ig�� I IL ENGINEER DRAWN TRACT NO. 26163-1 C.O. �, o _ 6101 Cherry Avenue v, ,� Z _ Ta 24" c�Ec-r>-D sW R. ca RaeEs INITIAL DATE TRACED SEWER WATER IMPROVEMENT PLANS z - Z COORD. 23D-45 C) No. 56052 m Fontana, California 92336 0 No. 33950 m e, �v. 1 ET. STD.. (+or*.no c-4}65:SZ. PROJECT ENG. s s zr CHECKED Exp. (909) 899-5011 Fax (909) 899-5014 0L Exp. INSPECTION SUBMITTED SHT.11 OF 12 DATE APPROVALS D- 2 jDo civl\. �� Pre ared By• R. .E. N0. 36052 s�q� clvi� wTR. oPER. MESON DRIVE - STA. 1+00 TO STA. 6+65.52 ® FILE CA1-�F F OF CA��F C" ��C R 1 J5.* 'V O 3 RUes 7`T SWR. OPER. TUPELO COURT - STA, 1+00 TO STA. 3+�•� CADD DATE: S ' Z•T'� RECOMMENDED DATE FILE Filename: L:\DWG\11802\SEWER\26 9/7 /4-li 8 Date: MAY 21, 1999 � T MI RSTAI EDJ . N • » - _ _ _ f _ 20 LF 20 LF _,_ _ IN f�ti S 11 ES RAN _ IN LtM TS - _, 1OL: RSTAI EDJ _ 1 I _ 1 , D- RES N RE T aN _ I ! _.__ I 1 ; I : I _ _ - -- --- - - _. t i ( i to --AIM - — — fit _ - _ - t - -rT a _ # I _ G. A : _ __ EX STI G _ 1 _ _ _ _ _ _ { 1 , 1 { I , II er + _ _ _ __ {_ i R Pa E __F IS RA E _ rn r— � — _ I �- T I = _:. j F Lij __. _ t 00 I -- - I� - - ---- -L-- { - --�-�-- - i _ I _ — I -- #- { I f rn p Lr to aJ - _ -f— 1 i _ _ I I f 1 - } } L _-LL _ + { i (n 1 I k F i I _ I I } I I _ _ 2 cD �--t- - �- - - 1 14 HC - — rt I 11 , 01 — 1 flf I a0 I _ 1 cqi ---- --- - --- -- - --- - --- - + -I + - --- -iv i{7 I _I E ER I 0 1 2 3 4 5 6 '7 8 9 10 ry MISSION DRIVE SEE SHEET 11 MEADOW VIEW DRIVE CONSTRUCTION NOTES LLL�L w I I�� 6' � — — - SEWER > I I 8" SEWER < 3 I 6' N/C.L. I 13 &—STD.CONSTRUCT DWG Br'1'57WSB^1518, SB-1 9 E. OF C/L 0 o I ID 56 5 I 30' 30 47 [� 2 CURVE TABLE 2 CONSTRUCT SEWER MANHOLE PER EMWD STD. NO. SB-56 Q a 5 Li \ R L T DI SEWER LATERALS PER EMWD STD. NO. SB-177 m oo SQ'" � 8�x� ., 34'01 '53" 306.00' 181 .75' 93 65'� �S A> �t8 SEWER \o = ��99 ' / �� 1- '"1 2 26'02'27" 294.00' 133.62' 67.99' 6 CONSTRUCT 8" STUB AND END CAP rx`\' '� T°° S :n 6 N C.L. �+ oJ � ,� - 1 _ S6 � °Q 3 33 01 '59" 287.00' 1 65.47' 85.10' WATER , ,> , > , fr f ± Z x o 4 00'59 54 287.00 5.00 2.50 INSTALL 8 PVC WATER MAIN, C-900, CL-150, 6 S. & W. OF C/L D� - �� / � 5 04'41 '58" 313.00' 25.67' 12.84' 21 PER EMWD STD B-408 4 �� 94 0 o 46 23 INSTALL 8" RSGV GATE VALVES PER EMWD STD. N0. B-255 � B 11'Q 4 7j 6• 6 29'40 41 313.00 162.32 8 2.9 3 25 To r Sd — s — — 3s� 1 �3p, INSTALL 8 TEE II — — 1 rev 3 8" SEWER 28 INSTALL 6" FIRE HYDRANT ASSY PER EMWD STD. NO. B-362 o M --�� s ° 6' N/C.L. o -"\� h�` 7+99.47 MEADOW VIEW DR.= 29 INSTALL 5/8" METER AND SERVICE PER EMWD STD. NO. B-590 w_ Of 41 a 4+18.37 MESA VIEW DR. Q I 21 8�xR 21 4 9 4 w �i II 4 29 3 X F,Q �'�� O 8" FLG'D. TEE, (1) 8" RSGV FxH (S) 23 25 30 INSTALL STANDARD RESTRAINT PER EMWD STD. N0. B-663 3 � I So A2�s O o � � 8 ADAPT. FxH (E,W) o I >>9xo69° T �p r' � � ^X �� `� � 8+18.51 MEADOW VIEW = a I 8 9S•°O T 16 °� z`` O O m �� So d1 �• 0`oQ r o _W 29 X O 4+37.41 MESA VIEW DR. o I , T°iO ^x"� �� 3 0 "m > 0 21 ^ �� "^// C/L MH#25 ON .� 15 s o m o - �Q � Z r fri w 3 �'Q o Ln >Q o o r \ �/ 8 SEWER 0in 0 � °° 3 ' 30 ~ 00 � � N 4 ti O J I- o10 No o ao� N o= N ti f.°'t40 t�,�00 4 SSO 0 cfl N 23 25 N �°' (1) 29 O29 2p I j ^ �1 ^ + + 00 O O 37 PALOMAR ROAD 3 ; o ,+� ± I� a ti N �ij�ti' �P�P + �� BW ,�� \ 4 SEE SHEET 3 23 2 �:� ,�! 0 Q ��`�� , 4 29 + 28 U 8 PVC, C-900, CL-150 4 _ 25 O d p ��°O�O �O �+ ; O O O29 / °' 0 = � S 13' S/C.L. J ' t 4 cb ^ O Pa 36 X j _Q Y � y cbhN� � y <v ` BW � I � h�� Cb „� 1 4 � m 00 1 - �h 3 `` m 029 � � a)4,1b O 35 + cn. I 5 0) < 4 40 29 10+05.55 PLUG 6 4 IMP:1 J' 2 �' ;(j 29 BEYOND P L 0' \ 2 0 e 2Q � >ly env 22 < 4� ': GRAPHIC SCALE 0 / 6 _ ® ��>T p 0 y � / O "' o f 1 N 89 2 9" W 40 0 20 40 80 160 �� i Cc� /N GJ a O 28 od IN FEET DIG ALERT �� eN/�,J� 40 29 21 4 29 r 1 inch 40 ) ft. . � � sq / 32 / 00 0 � c� TOLL � ® � �� BW 33 m 0.2 MILES SOUTH ON WASHINGTON AVE. FROM No. 600-20-68 � / I 34 76 227-2600 BENCHMARK: THE POST OFFICE IN MURRIETA, 2.4 MILES EAST U ON LOS ALAMOS RD., 4.8 MILES NORTH ON � BW TWO WORKING DAYS BEFORE YOU DIG HWY. 395, 0.1 MILES WEST ON SCOTT RD. 78 t- ELEV.=1517.543 DATED: 1970 SEAL-ENGIN SEAL-COU I.D. 13 & A/U-1 ' pFESS/ o oOUNTY OF ODE REFERENCES REVISIONS EASTEM L**"AL WATH4 D�rwcT EASTERN MUNICIPAL WATER DISTRICT � O ALLARD ENGINEERING ROFESS/ SCALE DATE FOVOMM��cA�� S.A. 41/33 _ �� p A o yk� q� TRANSPORTATION DEPARTMENT N0. DATE INITIAL REVISIONS APP'vD vt_t�• � , u f DESIGNED W.0499-352 �9 Fy Civil Engineering Land Planning h�� ,, y� Fy A ova �: d �/,�,,., ALLACP L-A5ELeV FN,,�, ITEM 296 CIVIL ENGINESUBDIVISIONS DRAWN TRACT NO. 26163-1 c.o.`Z4 �„ ��- �a 0 6101 Cherry Avenue ,? 7 " eaR. eT" -tor � OoT. rev. G o"4,w, INITIAL DATE TRACED SEWER, WATER IMPROVEMENT PLANS COORD. 23D-45 No. 36052 m Fontana, California 92336 No. 33950 m I-+o6L4Z2 �2 .o0 94-",m% (43i & S-Ib,4-1 REVISEF� PROJECT ENG. 7 s CHECKED SHT.12 OF 12 rr Exp. (909) 899-501 1 Fax (909) 899-5014 � Exp. DATE Ll�►SI4E0 -S.P. FReM flaaFt�.E APPFIO�VALS INSPECTION SUBMITTED D- 2 kp� C 1 V 1� \� s� C 1 V 1� �Q 7 ALLA ItD INSTdLI_ FLAX wvE L.,oTS It.-19 Ovc MAC. WTR. OPER. MEADOW VIEW DRIVE FILE f OF CqL\F Pr pared By: R.C.E. NO. 36052 ��F of CA�\4 C R I fJ-A?JN b 2 �7UG 99 L�'C. s�op� �-acs 2o�.zl SWR. OPER. STA. 1+00 TO STA. 10+00 CADD DATE: -� 'Z-� g� COMMENDED DATE FILE Filename: L:\DWG\11802\SEWER\2616 Date: MAY 21, 1999 W74miV, ./l GRADING NOTES: 1. ALL GRINDING SWILL CONFORM TO THE UNIFORM BUILDING CODE, APPENDIX CHAPTER 33. AS AMENDED BY ORDINANCE 457. NEV~T now 2. ALL PROPERTY CORNERS SMALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO OF ANY CONSTRUCTION/GRADING. COUNTY3. OPERATIONS PRSHOULD IOR�CONSTRUCTION a`"" AVE. W' PM PM SW AV 104 _ � UNDERGROUND STRUCTURES: OF PERMANENT DRAINAGE PREVENT PONONG WATER AND DAMAGE TO ADJACENT PROPERTIES. a �• �• a fl1PfLD "D 4. DUST SW1LI. BE CONTROLLED BY WATERING OR OTHER APPROVED 10• TO' M, 10' ALL UNDERGROUND UTp-ITES Oft STRUCTURES REPORTED BY THE OWNER METHODS. GAMM ROAD 2' 2'1 rbAW OR OTHERS AND THOSE SHOW ON THE RECORDS EXAMINED ARE ND ATED 5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND f WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPT14G HAS BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER ROUGH GRADING PLANS THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO DELETERIOUS MATERIAL.. 5 AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY 6. MAXIMt1M CUT OR FK.L- SLOPES - 2:1. S' DAMAGES RESULTING FROM THE EXISTENCE OF UTILITIES OR 5' 7 STABN TIY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICTED ON THE _ �c0 PAID AND FIVE TENTH (1.5) SWAM BE SUBMITTED BY A SOILS ENGINEER FORf' T' PUBLIC RECORD EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR TO THE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL scoTr hoAo t► y1c SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE SLOPES OVER 30 N VER'TM HEIGHT. - DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES g. PROVIDE 5' MADE BY 1' HIGH BERM OR EQINWRi.ENT ALONG THE TOP SHOWN AND ANY SHALL BE THE OTHER CONTRACTORRES RESPONSIBILITY 0 NOTIFY THE OWNERS OFF OF ALL FILL SLOPES OVER 5' HIGH. .�. 9. PROVIDE A NOW DITCH. DESIGNED TO HANDLE A 100 YEAR 0 STORM VICINITY MAPTRACT NO . THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. " FLOWS. ALONG TOP OF CUT SLOPE 1 and 26163 10. MINIMUM BUILDING PAD AND DRAINAGE SCALE SLOPE SHALL BE 60 R/W - LOCAL STREET - 1!i IF CUT OR FILL IS LESS THAT 10' A L IF CUT OR FILL IS TYPICAL ROUGH - C U T GREf1TER TFIAN 10'. DRAINAGE SWALES StHALL BE A MINIMUM OF 0.3 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. N.T.S. 11. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES BY LANDFILLS OR BUILDINGS SHALL BE PERMITTED. � 12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE ! PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: TO FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE CftAKi BItT 1 MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 13. FINISH GRADE SHALL"BE SLOPED AWAY FROM ALL EXTERK)R WALLS AT SHEE V y - - - - -- - 71T t60' FUnAr stPRIVATE ENGINEER'S NOTICE. TO CONTRACTOR NOT LESS THAN 1/2 PER FOOT FOR A MINIMUM OF 3 . ��,Gg 1 2 3 4 5 6 7 8 9 1 2 13 14 15 16 � 95 �, Ptie sm � ,a _ sEc �. 1 , 14. CUT SLOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT AND UTILITIES 1 ► The existence and location of any underground uti pipse or struetures shown on these plans FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL �h 1 I 1 �" 15' were obtained by search of the available records. locations are approximate and shall be BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE p' 9 �94 10' 20 1?' 3' confirmed by the contractor. m that any necessary adjustrneftt COft be made in oKgnment and/Or FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. SEWER: E.M.W.D. 1 6 29 17 ?' grade of the proposed improvement. the contractor is required to take due precautionary measures 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 30 3L2221 20 19 18 t to protect any utility lines shown and any other lines shown and any other lines not on record or 15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE WATER: E.M.W.D. 64 2826 2524 __ - i 93 not shown on these plans. PROVIDED WITH ROSEA ICE PLANT OR EQUAL GROUND COVER AT 12 ON Construction contractor agrees that in accordance with generally oawpted construction CENTER. SLOPES EXCEEDING 15' N VERTI HEIGHT SHALL BE PLANTED 27 - CEN APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER OR ELECTRICT: S.C.E. 1 63 1 31 �- �'� _ _ _ 92 practices, construction contractor will be required to assume sob and complete resporaibl'lity for WITH1 �- job site conditions during the course of construction of the project, incklding safety of oil person» SHRUBS NOT TO EXCEED 10 OR A COMBINATION OF SHRUBS AND TREES ,/' Px0 ? and property that this requirement shall be made to apply continuously and not be limited to NOT TO EXCEED /5' IN A VERTICAL TO E GRASS MIX OR GROUND COVER. GAS: S.C.G. 32 � asaaw- 1� z+� normal working hours. and construction contractor further agrees to defend. indemnify and hold 62 33 39 40 41 42 43 44 45 ; ' 91 r vx any mobility, real or alleged. in connection with the SLOPES EXCEEDING 4 IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN 37 38 ► y yr � design professional harmless from a and all I' IN-GROUND IRRIGATION SYSTEM. SLOPES EQUAL TO OR LESS THAN 4' TELEPHONE: G.T.E. (D 1 36 performance of work on this project. excepting liability arising from the sob negligence of design MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP OR TOE QF THE O 61 SLOPE, SPACED TO MAKE USE OF A HOSE NO LONGER THAN 50 IN LENGTH. 35 \. professional. N , 60 34 41 5 52 51 50 49 48 47 46 `�+ UNAUTHORIZED CHANGES & USES: The these will not be for, or THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE N 51 90 � p BACK FLOW DEVICE PER U.P.C.. CHAPTER 10. � ` 1 i liable for, unauthorized changes to or uses of thoeplalans. All changes to the � be in 16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS 59 52 1 50 42 - -- _ - 1 writing and must be approved by the preparer a these plans. OF THE PRELIMINARY SOILS INVESTIGATION BY GEO SOILS,INC. DATED JUNE 23, 1998TWO SETS 1 89 BUILDING AND TMSAFETY DEPNALARTMENT WHICH NCLUDESFOUNDAATIIOTTIED TN° THE AERIAL TOPOGRAPHY Q 1 5 43 _ _ _ DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN th 4s 1 88 45' R/W - PART WIDTH STREET . DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE SITE R.J. LUNG & ASSOCIATES INC. ~ 44 54 55 56 57 58 59 60 61 ATTENTION CONTRACTORS. INVESTIGATION REPORT. 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 2832 WALNUT AVENUE, SUITE nE„ 1 I CRAIG RD., PALOMAR RD. and HALEBLIAN RD. - w 45 1 87 GRADES ARE GIVEN FROM TOP OF STAKES AND NAILS UNLESS OTHERWISE NOTED HEREIN. IT MUST BE CLFi1RED, KEYED AND BENCHED INTO FIRM NATURAL SOIL TUSTIN, CA. 92680 > 'r 40 IN THE CASE OF A PIPE OR FLUME, ��qq GIVEN REFER TO THE HEIGHT OF THE BOTTOM FOR FULL SUPPORT. PREPAj2ATION SHALL BE APPROVED BY A REGISTERED I-_ TYPICAL ROUGH - CUT OF THE INVERT OR INSIDE BOTTOM. (V.'CINT•RI�tCTORs ARE CAUTIONED TO OBSIe�lVE THE SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. (714) 832-2077 56 _ 55 47_ 46 0'� 70 69 62 1 86 FOLLOWING RULE N USING THE GRADE STAKES GIVEN BY THIS OFFICE FOR PUTTING IN 18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT FLIGHT DATED: AUGUST 1998 Z / 39 71 68 63 1 N.T.S. CURBS, WALKS, SEINER, FLUMES. AND ALL OTHER WORK. SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY LLJ 1 THREE CONSECUTIVE POINTS THAT ARE SHOWN TO BE ON THE SAME RATE O F SLOPE MUST PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL F- 3$ 1 85 BE USED IN COMMON IN ORDER THAT ANY VARIATION OUT OF A PERFECT FILLS OVER 1' DEEP. G``g g 15 7 1 STRAIGHT GRADE MAY BE DETECTED. AND N CASE ANY SUCH DISCREPANCY IS FOUND. THE 1 FINAL COMPACTION 1 �o° C, 1 1 17 18 19 \\ 1 SAME MUST BE REPORTED. OTHERWISE THIS OFFICE WILL NOT BE RESPONSIBLE FOR ANY 9 NAL TION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER - THAN 1•" o� y 14 .� -� 36 35 $4 ERROR IN THE GRADE OF THE FINISHED WORK. N ANY CASE. ALL STAKES, NAILS. ITC.. v1� �g a 20 66 65 VOID IN THREE (3) DAYS. - ' 20• A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT LEGEND h` �� 1 13 5 21 - ' TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF ti 1 - _ _L_-- J 83 COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED O� h ?? `------ GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF THE F.S. - FINISHED SURFACE H6 -- - SET&4CK PER BUILDING PERMIT. CERTIFICATION SHALL INCLUDE LINE. GRADE, r 12 ELEVATION AND LOCATION OF CUT/FILL SLOPES. F.G. - FINISHED GRADE ; 11 3 23 1 2 33 34 76 77 78 79 80 81 82 W. Funm R s GRADING MANUAL 21. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT F.L. - FLOW LINE 1 1 45'R PER Sm. AO. 104 - src. 'a, 15, -0" 6'0" 111. CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC 7 ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN H.P. - HIGH POINT 10 1 2 24 1 X. 15' MIN. TI SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO EX. - EXISTING 10' 20' 12" 3'1 ADJACENT GROUND SURFACE IS REQUIRE, THE ACTUAL DISTANCE ABOVE [74 ?' THE ADJACENT GROUND SHALL BE GIVEN. T.F. - TOP OF FOOTING 9 8 1 25 1 30 29 28 27 26 75 73 72 3' 3' , 22. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT T.W. - TOP OF WALL IP TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF T.C. - TOP OF CURB �g TUPCLO LOAD FLOWLINE ELEV. NATURAL COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED o a PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING". lb y .,° 9 9 GROUND - PAD ELEVATION ct �� a'� � SHOWN ON PLAN • 23. THE CONTRACTOR SWILL NOTIFY THE DISTRICT BUILDING AND SAFETY TENTATIVE TRACT 29074 q h Pao GRADE AND DRAINAGE INSPECTION.DEPARTMENT AT LEAST 24 HOURS ANT IISV ANCE NSPECTIOONNEMUST BE FIN - LOT NUMBER ASH LOT o,�p� y y 2X Maw T,6" MAX O 6• .,o �'., • 1' ,�' APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. VAR. p 24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS a ,T BEFORE YOU DIG AT 1-800-422-4133. ?� 2 1 1 2 OWNER W W )' T - 6X6"-W1.4XWI.4 W.W.F. K. HOVNANIAN COMPANIES OF CALIFORNIA, INC. W W 45 R/W - PART WIDTH STREET 3991 Mc ARTHUR BOULEVARD SUITE 300 = 5��° S �� INTERCEPTOR DRAIN NEWPORT BEECH, CA. 92660 TUPELO ROAD (714) 660-1130 2 TYPICAL ROUGH - CUT S�oQE N.T.S. DEVELOPER GIAFSAN ROAD N.T.S.K. wo HOVNANIAN COMPANIES OF CALIFORNIA INC. BLOCKNWrALL TO K �r �4 U/9' COUNTY OF RIVERSIDE 9amw uv n torte 4. w�4tC*t DEPARTMENT OF •1 SEPARATE PERMIT. ` 3991 Mc ARTHUR BOULEVARD -� caysTltucTED BY - SUITE 300 ►. FIh1�/IS'41 QRiDt� Is �L. NEWPORT BEECH, CA. 92660 BUILDING & SAFETY (714) 660-1130 APPROVED SOILS ENGINEER A INDEX MAP 100'RIV PER Sm. Ala• 101 Apposerol of Wage Nave MEN Rest be epadfrlee 1 0 1 k 50 50 a fORRR 1M. or an appme of,wRW Walooan GEOSOILS, INC. kk�' kkh kk� kk6 1?' 3a• 3e' 1?' M 00 r�sNlRa at tie a%" or oawo* Iowa 24890 JEFFERSON AVENUE Q Q Q Q 111 2' 2' RRvrisa sat of Nana swat be kest en the lab WON . 6. 3'-0" 3'-0" 6" � MURRIETA, CA. 92562 164 165 166 167 N. (909) 677-9651 P-1443.0 P-1445.3 P-1446.0 P-1446.7 � 12' 3° Ar EARTHWORK QUANTITIES kA s R3' R3' !t 9 k 1 !� ,kk K R P� C PAD kk'�• �k• B B R �� c, 1' 1' � `�• nRrllaelltal S3tI: ELL , `� 1 LEIiEL UNE ?r- �- �►• 2 413,155 C.Y. (bulk) 355.392 C.Y. RAW FILL sE/e�cK LIME v 4 2' D>ZARr eEaw �Q�ESS�Q i 2 �'' HINGE POINT 1� 57,503 C.Y. (shrinkage do subsidence) UPPER PAD 171 UPPER PAD 2 �QQ r � I ' 1 :. t 357,872 C.Y. EXPORT: (i.T.M. 29074) Z4%) kk� 11'k �kk� FI 2 1 I`�� QN� J. �yR� 3' 49' 3" ° 8" 'c , ��' 1G LDRRQt PAD Gj .�� y r I 1 1 1 2480 C.Y. LORREiR PAD 1T 7' 12" R � No.3W52 v � RIIMMEED SMOOTH EARTH WORK QUANTmes NOTE: THE ASM LISTED QUANTITIES REFLECT THE 'S ESTIMATE OF THE ACTUAL VOLUMES �� ff 6. 2000 100" R/W - PARTIAL WIDTH MAJOR HIGHWAY 6 X6"-W 1.4XW 1.4 W.W.F. ' OF MATERIAL cur AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING SECTION A-A SECTION "B-B" K Cl �, M EN I FE E ROAD _ '� 5 � TYPICAL ROUGH GRADE SECTIONS N.T.S.Nrs N.T.S.Nrs � tpQ� TERRACE DRAIN FEW DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITIONS DURING OF CA�•`` cONSTRUCTM MAY WAR TYPICAL ROUGH - CUT 1 FFR2nlY N.T.S. N.T.S. 99 N.T.S. SEAL-COUNTY -ENGIN " TRANSPO�rAT oN MCWT Q�°NVERME f ESS,��, ALLARD ENGINEERING E COUNTY ,RK No. �-2G-0 COVER SHEET �. WORK CONTAINED WITHIN THESE PLANS O p J• BRASS DISK N CONCRETE POST. SHALL NOT COMMENCE UNTIL AN Q�' �aN 4<< F Civil Engineering n e e ri n - Land Planning o•2 MINES SOUTH ON MI/SMNGTON AVE FROM THE ' '1 APPROVE) BY: 1\<v y y 9 9 POST OFFICE N MURRUA. 2.4 MINES EAST ON In � 0 6101 Cherry Avenue Los ALAMOS RD, 4.8 MILES NORTH ON MY. 30% TRACT 2UMO-1 and 23163 ENCROACHMENT PERMIT AND/OR A � No. 36052 � � GRADING PERMIT HAS BEEN ISSUED. c� m Fontana, "1 MILES WEST ON scow RD., 76 SOUTHEAST OF CaliforniaCa I if orn is 92336 POWER POLE ,(t•312o6e_s, 60 FT. SOUTH of ROUGH �[�� Exp. (909) 899-`J01 1 Fax (909) 899-`J014 SCOTT RD.. 4 Fr. NORTHWEST OF THE NORTHEAST 8 PLAN WA Pd ab altr" Vvim paw Y RoopoRwtMa for oaowkq sw aq WAVE OF SHEETS aw of the Rkuyn k.Raon kR L a.R,RRt « Rs.«ap«RR>ta. dMr �� N CON(SIEIE Po�T 2 K WEST A MARIOER POST SET A BRASS DISK N THE TOP OF 60111* or MooZwl. .alWon':i h too pmii +mow oppRwal by MARK BY DATE FEVENOMAPPR. DATE P y al v A� Pre ared B R.C.E. NO. 36052 FOR: W.O. COUNTY VW CA0I SCALE: SHOWN SHOWN K. HOVNAMAN 11&02.01 FILE NO. ENGINEER COUNTY RECOMMENDED OINIFE DATE: H: ON PLANS V: ON PLANS 1 �•L-9DWG\11802\RG\SHI f �►-Pp��410.0 5.0-7 117 , �--- TK)N NOTES 1527.6 30 CONSTRUCT At9W-W DOWN DRAIN PER RCTD STD. 306. . 1503.7 X - - 5 _ EXISTING 0' WIDE R/W 1497.4 OFFERED B NOT CEP D) X rim �Q MP R 0' IDE 2 �ti� 00 )-2•6 ��S LOPE D AG EA ME l� O '� ti X ry -- Z - io -� -� - o . W \�k '� ` \�ry1 •�`'��% 1y° \ titi k��0/ ,k o ch ��G 11k - �' ---- C'-- - '� G •��` cam' .�0 W -- -- - o .5�� N 63-59 0 0 ' ENT 30' WIDE UTILITY �� ck°' I o I -� 10 EASEMENT ---- 3 �k / I 0 4► �" - _ �� N FILL o o F _ - FILLLd _ / - 0 - ( 3 3 �; 1505. 150 .9 M 15 0.2 15 .4 "' 15 7 517. '� 151 "' 1521 .5 �' •8 10, z -_ ?� „ �I J �, , �- �__.�'` I S89'29'55"E 959.46' N89 07 1 W 30_6 3 40 65 65.00 65.00 65.00 65.00 _ _ 0 65.00' 65.00' �. - - \ o►- �Q °� �10 76.45' 9_7 '_ F71 6' - Z J z 2 1 ` ,n w - - - uu?) 6 1500.7 I o o h o - N89'07'1 w 1507. 7.9 �° ,� 00. 1 1 N oo r' CN �\a '1 g 111.82 '`� �� o- rn 29 N. 1511. �' 1513 9 J 1 16.1 1518.3 FILL 3 -_ � �N o L=51 \' \ �' I I 6 123 9 26 2 �4 [ i U �' 8 I !- 9'07'13„ � / � O�-- �6�1� � \�` ,J 3 �-gyp , \ a f / _3 .3 W % of 111.82 \ SCALE: 1 - 40 3r 2 ( 4� {�80 c�CE) z 150 0 sa c, �130. VJ w i o 27�, 15 7.0 3.57G I j wre •2 $ / V c�i U1 -% Li f eA N 498. a N89 0 13 w FILL 19. • �y ,3 �� GRAPHIC SCALE � 1 � q. j J +o o zo 40 eo ieo I ao P2 (0 ti.0 - vi Fv-" ' °° 3� IN FEET (6 62ll, +a 00 1 inch 40 ft tK VP k 14 .2 1507. h`' �`� 36 N N89' 7 k 1 1.82' ( o U- 1 11.9 4„E ` I 6 �, �,��' o o 84'39 W 00 (6/ 1 N i / o \ ems• co 508.5 ' V89*07'13"W o \ �`O- \ N o' � 11 82 v , 34 O� COUNTY of RIVERSIDE f / � \ •gh � DEPARTMENT OF 5 \ 6 \ C W - o BUILDING & SAFETY Z' / I 73- 4, O / �, \ Qi u i APPROVE 4 .. r 13 E 11EV1EWE0 PATE / L- - 1494 0 8� N 1 5.1 ,,� moo. 04. o at be coad"Od�.e. „ �� ' 4.;+yV .'\ I c0 of**�Ndem of the I Or laws• TAM ; ) Of.sew v1sl~Of MV N 9'0 7 1 W FILL 0 h \ \ �V/ . @d.t.lava nmA.e kept on M.job antis eoAl li.a � i % \kg�• n v�i � II 150 � O 1.4 49 4 9 �, 1501 .7 N68• o "� / ` •.�° i S �` FILL 39S3 y ��, ,�° 1r. � / •. 5 3.51 X ,+s3,1!3 1493. _40 5 33 _ N ' v A;` �� ' -- MAPLEWOOD N8 '07'13"W �►EillIFS N84.2 �• f I 1 1 1.82 N �--_ -1 t33-37_ --�_ \ ►� �` X DRIVE \1"il ' PC 3+20. N 00.8cn I tiA�' ° cc No.36052 v z, FILL 1 1498. M " '' ,5' 6.30. I4 - S88' '07 E 1- 1 FS w + YkOS /�1't ��h % LJ^ °� 1 N89' 13"W1g9 o M - 2 6 21.38 �G 3+73.94 9TF 1/ DG ALEF 1 / '07'13'W - W&O - o 1 ° M M to 54 � �F ��►��F� N M N C�TOLL REE /1 °' o k°�° 111 . _ _ + 0 e �9 - 7,1 .,W FILL o N al Io 0 1-800 (�Q I Z II�,�1II 1k� . kg�• ,�k�� 1 4- 1499.7 , 4 Z RLL r1) o 22 -LW I i ri rm�l r - 14 A06 n %110 N 1� M WORM DAYS a You ac SEE T NO. 4 HEET NO. SEAL-COUNTY �N CF SEAL-EN IN BENCHMARK' NOTE: ALLARD ENGINEERING ROUGH GRADING PLAN �Rpf ESS�pN RniERSIOE couNTr BENCHMARK No. 800-20-88 WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT O Q J. q! BRASS DISK IN CONCRETE POST. SHALL NOT COMMENCE UNTIL AN �P !! 0.2 MILES SOUTH ON wASHINCTON AVE. FROM THE APPROVD �. ��',� '� ' Fy Civil 1 Engineering - Land Pl a n n i n g POST OFFICE IN MURRIETA, 2.4 MILES EAST ON ENCROACHMENT PERMIT AND/OR A FOR 0) �r �p 6101 Cherry Avenue LOS ALAMOS RD, 4.8 MILES NORTH ON HWY. 395, GRADING PERMIT HAS BEEN ISSUED. - z 0.1 MILES WEST ON SCOTT RD., 78 SOUTHEAST OF �, No. 36052 r*I Fontana, Ca I if orn i a 9 233 6 POWER POLE FT. NORTH ST FT.OF THE of ``aT' 2E�163'1 81'ld t 3 SCOTT RD., 4 FT. NORTHWEST OF THE NORTHEAST �' (909) 899-5011 Fax (909) 899-5014 MAWER _ $ n,a �� a;�„y,y g,..a aa„a � ry,p �a for aaa„�„' a,a �,,,ay DATE � EXP. � CORNER OF A PUMP HO�ISE, 2 FT. WEST OF A OF �� WWI tM dMi," Nsroon. M tha grant of dlscr'p°"ctss °'Nb'q akar �r \P CONCRETE POST.ET A BRASS DISK IN THE TOP OF �. the s • ••r • b. pn IN qn civic- Prepared By: R.C.E. NO. 36052FOR: W.O. COUNTY - for dM- iiNnq an accptoNs moMR7on aid reviainq tM plane for approval by MARK BY DATE APPR. DATE C` 118.02.01 "'a O°o ENGINEER COUNTY RECOMMENDED DATE CA��F DATE: SCALE:H: ONOPLANS y: ONOPLANS K. HOVNANIAN FILE N0. /7mo RR Designed byr JJF Drown by- UM r� „,•,.o , ,1,�n, . .A n iii r • f V.2 10, / / J= w'1 ii�ri�T � �i�rw�►��i�Z- �is�Q`•iC ��if�,>:�tin�c' � i/.fi::i%�� iriJ .r - i � - �.•..�..�-:....�—_:�.►=. �i�.-�-�wc • _" "" ' "t oz,;AAW 111111 LOW MOAWA SAW It f A ism] I M. -1 I tMa TIIII , •, ' • • 1,�• �' 1 i ' 1 h i � ►`�. fie, �.+� ,�r► �� I � \fir• I,�..� ..�; .. ,�� ING 1 I �®ILI • ME .• w s • s I� _ V. � 1 �� ,•_ _�. �� ' ,\ice_ �/ � • �►rr • �� • ME 1 - W+© �_ �� A -�. •'tip at Em CoU IM lam A 1 1' 1 :i 1' 1 1 ` • � � 1 1 1 1498.11 - �I V V•U I ' S Air 58 FILLI k*T 0' ►� � 1498.0 � � w S8 '37'07"E N SEENO. - w ��q• 1492.E N8 ''� 1 1.06 21. 0 It "04 O� 89'07'13"W - wa �G M 55 ►P9. d° 1 �$ y9 8 '07'1 "W � N T I �k ,ke k 1k9o. 4-- 14 .7 c Z - o ` ' O Q o ►� o �'O NC" 1* N80• 10 10' 504. 1507.0 Z II 0� 6 C 0 9 , N89' '13 S "W 9 07 1 5 I 1 1 .82 07_ - N89' .9 B •- 65 00 � �' 1 1497.6 0 0 30 3 I9� N o S ''t�J 1 a M � I0 z 0 18' 32' 10 149 .8 I r\ � 493.4 00 ,�G G FILL ' c� 14 7.7 to + 1 g 4 0 19 53.1 6VR \ R -" ►� N N 2' J 9T0'- �, - 493.4 /� 4'p o - 4 FS � tiW g90 � 1 0. 3% 0.5% 39 t0 ma K2 reer 15 _ -1 c:A e� A N 67.82 y 8.00 30.18 L�4g, � �S�8•�2 2�•• 1478.EFS, X 1 1 FILL 17 18 �, 2 CUT � F o 0 • 14 0.2 `D ``' 14 .1 1' / FILL i � cv Q cv o N89' 13"w b b C 0.00 o o •s .a F 1491.0 1491 .1 1491.5 �,� 37 0 IN, �^ 1499.E S 9.07'13"E 195.49' 9.8 67.82 .00' 67' ��. FS �"8 36 89'07 13" 0 9'07'13" 163.80' 31 .69' S S'1) .� � ro 120.00 s2 149 .5 0� .� 1494.5 ^� � O o �S6.1497.8 Z N o 3 1491 .0 141R.5 Cur / 00 �t \\y F .D� O 4x I 1489.4 0 I N 3 Fs �Irl 5 o y 22 .07'13"W �S S62 r- ti s� �y 1491.0 •� �° 1 12 . 0 iv S� A S• 4 F� U "� Fs ` 4 _ �c 2 1 9 .7 S682g 1495.1 1499.^ ,��, 7.6 ,> > -/ 2 SCALE: 1 = 40 1 9.1 1490. �, i ' � 'pp. Fs oC 1 �G J (0 . ' 1.QO 14 �G 33 N89'0 '13 w \ \ " 6 �l 'o ... / �y 6� 1 490.8 N CUT L �° '�9 �G 3 t; N f s h c w o r a �G 5. co •"a ^oi W 11 0 ,. aE � t<; h 0 o S89' 59 E to 1 88. 105.8 N88'30'47"W J A o RLL O Q �0 1 62 �� coV, y� y N8 '07'13 'W I o 0 108. 1 g kel1499.1 1500.5 GRAPHIC SCALE 2 00 0 7 0 II , O 1990 O h0' I I 40 0 20 +o so ,eo o o I •4 O 2 Cur ,� 74.89' 80.18' �1� I - o (I 1p 0 10 �o ti 490.7 ►. o) `� FS ,I4 68. 96'� co 148 4 IN FEET ° `O 1 . `�, 4.0 �� -j 1 inch a 40 tt 0 1 S8 7'S9 a 1 N89'07'13"W 10 .34 0 S89' S89' '59"E � w w 0- 120.00 LL o 1r 129.64 F CUT o 0 o c 1 15.0 0 �' ;� FILL o FILL �c M `r M c W 0 9 _ o '� -' C� _____40 o �, 1494.0 0 1494.7 0 COUNTY OF RIVERSIDE -� d 0 + rn Sri _ 0 10 4 , 10 z z DEPARTMENT OF � i • Qoi ` SAFETY z ,►�`' 10, 1487.9 149 .0 10, �k 10 1 14 M APPROVED Y 0 Z �k �, __-- .2 T� 3 �l 31 FILL 30 nmawm OVA qq in , �' 104.91' �. I G ��' 0 +-- W MN.r�I N ..w f ofntt rr�t N onabro�»w N \ 85 �+ 55�5 --fi9,96 W .ow" for. « on ofprrw of o w vklavm of oft N O G E R N in a _ o 6 Nor 16 a`P ROAD 1% y �� !k FESSin CURB UTTER - t`�OND V. etc` FLL No.36052 v rn UnderOrotnd 8ervbe Abrt I E\ �o,� + DIG ALERT K -\ ° oF �Fo�� .,ti o _ ° M CIA TOLL. FREE lb- . \ ,� A � I , FER 2 OT 1999 DAYS BEFORE YOU DIG SEE SHEET NO 7 TENTA V E TRA T 9 074 CaM 0 SEAL-ENGIN SHEET N0. sEAL-CouNTYRIVERME ALLARD ENGINEERING ROUGH GRADING PLAN NOTE: QRor;Ess�oti RNERSIDE couNn BENCHMARK No. rsoo-2o-� WORK CONTAINED WITHIN THESE PLANS TRAMFORAT10N DEPARTMENT ��o�o�,o q<< < ROM DISK IN CONCRETE Civil Engineering - Land Planning n n i n 0 � SOUTH POST. AVE. FROM THE 4 SHALL NOT COMMENCE UNTIL AN BY �<v -� y Z 9 POST OFFICE IN MURRIETA. 2.4 MILES EAST ON FOR ENCROACHMENT PERMIT AND/OR A (0) No. 36052 Z 6101 Cherry Avenue LOS ALAMOS RD, 4.6 MILES NORTH ON I• Y. 395. GRADING PERMIT HAS BEEN ISSUED. - 0.1 MILES WEST ON SCOTT RD.. 78 SOUTHEAST OF 0r►� Fontana, California 92336 POWER POLE f31209e-5, 60 FT. SOUTH of % Exp. (909) 899-501 1 Fax (909) 899-5014 SCOTT RD., 4 FT. NORTHWEST OF THE NORTHEAST TRACT 2MW-1 a� 2M of 8 SHEETS 1t» dr+q Vow � w == ...wtrq er. DATE MARKERPOSTCORNER OF SETT A B PUMP RASS' DISK IN THE TTOP. WEST OF Aof ow of ow dwr hwim b, oftar e�worMwrO an �` N ,wson aw r.� w N.n Z be y \�jw CONCRETE Po$T. FILE N0. °�pf1°t or ""'s"r`�01' �' °1110i""'�"""110" °ice MARK BY DATE APPR. DATE q clv�� ' Prepared By: R.C.E. N0. 36052 SCALE: SHOWN sHowN Fes' W.O.wo COUNTY ENGINEER FREVOON3 RECOMMENDED DATE OF CAL DATE: H: oN PLANS V; ON PLANS K. HOVNANIAN 118.02.01 COUNTY 9/ 0saWsed ey: JF Draw W. a, FiWwme: L:\DWG\11802\RG\SH4.DWG Date- fTR. 19 1999 N FS w LL 88 0 �G 0 E CUT 04 ►n n 54 I � ,5 I;I oN 7 - 8 g > 6 I I FILL o _ FILL (I( 5,� C TION NOTES o o o � o _ 0 9' . o o N o 0 0 04 (E V _ I,( 4.4 tD CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET 1 OF 7. I 0 15 9.2 I O CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 1 OF 7. 11. 1 13.8 1 16.1 1 0.1 .16 1 •9 S 8 27 9 600 15 z I 6 65 00' .00' 6 .0 65. w 'I - - FI C� I / 120. 0 3 2 j 1 6_� +00.6 0 n / ° CUT vs. m I I A ! co ,t 8 '59' 0" v \ f 72 . o FILL U ( I fs ,� o I 11 14 7.7 LL 0 62 ( 6 , il, .. FILL h ` Ss�• 15 9.1 1 09. ^� °` _ - 89 27 59 - - 39 20 0 ,, g -14 to l I I 1495.7 / 0 0 4 "E C, 8 L= .4 9 150 .5 ` 6. 8 (6 o 1516.1 38 \ o h C. 02 U S89'27'59 E o I i r CUT o�� \ 4 "s-d o �� ``"" -- --I-o . 0 0 5 1 1 5 �7 8. $ IT o UT rn o N F y9 7. FILL N o .7 � I � o �- 1 4 S8 � " Il , y ,� 1496.6 ^LO �` 15 .9 cO ---1 9 ° ,5 806� .� o I �� I ! 1 Uk ,� � N S 9'27 59 E S E O �,� 3 37 0) 1 N - 0 »- - - I SCALE. 1 40> Z 1499.6 a FILL �q.9•�C � N 11 O � a, Z 1502.1 (o C 151 5 I 4 51 .9 ' 36 � Q �G N � � I, U, , ,All � 8 � u I FILL , LA 0 h q � � 15 6.5 ,� � I I a0w 35 c6 o ,8.00 1 \ I g 1 I + 0y tC 8 9'4 "E I VIEW tK. DR I 54 40.61' rL `r 9fi.$8°_ 81.21' O` ,�9f5 X l �496 N o I I o 01 `''- �� (& 1500.4 ,�G �� ,�G �` �, , g G �°-- �� I GRAPHIC SCALE 2 4 3x 1 11 1 I +o o so ,0 so m Fs sc ' 51 .9 I I N ! 4K . Wo ( IN FEET ) W 4 21 -6fi0 - 8 � � i 1 "c\, �7'6 . 3 fi 5U 8s C I 1 inch = 40 ft. FS o I L=r7-87 9 \ \ \ "I 1 C L- 4.54 cn o 34 6�� 33 so 77 8 79 p w _ \sue 15 \ \ I I r- o � l !Cj 1, 0.0J\ C; If, N - 00 - ! to o FILL 6� `' U __j � �� FILL Z � L ��: 11504.1 1505.9 07. 09.4 � I vi 7S9" W 698. 8 50'74.89' 80.1 . 6 . 6 75. 28. 9 �- _ I g `? 8.4V 7 9.96' 9.97 .97 9. 9. 70. 2' COUNTY OF RIVERSIDE �f �I \ DEPARTMENT OF #4 W CUT o 0o Q _ C _ _ �- Iid C 0 \ �� / BUILDING & SAFE W ,k N 0 00 0 0 _ w I APPROVED 1494.0 0 1494.7 0 IN V- N lr, �`' 1503 I o 1 I o 0 I REVIEWED E / °► (L 0 0 14 .4 0 0 14 0 1497. 0 1500.1 ►•� Q 507.1 N o 0.6 N o 513. o I DatE Z 0 Z O ,,� O I p O I 0% \ r Q \ aOD evel Of these olens shall net be construed to be e- .- Q e oormit for, or on approval of. any violation of \ _ of thw orovislons of the state or county laws. T„,. � 31 FILL 30 �, 2 u _ het of DI6r�.rust be k2pt on the job until com Vlet,nr 75 4 73 L oil 151 35 FL - --s 6 �, TUPELO 1 C OA 23+ ,.98 69.96 .97 94 947' �-6 -gg ' , 4+1 17 o -- O°' 1% �e' 1 6 '� G �, '�� \ �G .� N �k9��G 0 ,� �G �j ,�00 r\G 0%Oy k 6 21 0, `� 2 70. 2' 1,111 5.0% ,h h 2:1 - - - + m + - - - - FLL �.�.'` I - c 2 c No.3605 h RE m Nv o : .6.30 Ind 3er wioe Abrt s C�Y Undergro � � 49 0 DIG ALERT o A 2 N O Cep TOLL. Ffff ono `�----__-�� -� I o, a 1-800 �- ----.� 10 12 10 Q 2 6 TWO WORKING DAYS BEFORE You as. ✓ I l /r , I . ,.� A.-I SEE SHEET N0. 6 SEAL-COUNTY ODIN SEAL-ENGIN BA SHEET N0. NOTE: I? ESS/ONE RIVERSIDE COUNTY BENCHMARK No. soo-zo-ss TRA ATION DEPARTMENT o o J. � ALLARD ENGINEERING BRASS DISK � CONCRETE ��. ROUGH GRADING PLAN WORK CONTAINED WITHIN THESE PLANS Q� �oN <\ F Ci vi 1 En i n e e ri n - Land PI a n n i n 0.2 MILES SOUTH ON WASHINGTON AVE. FROM THE SHALL NOT COMMENCE UNTIL AN APP� BY: �, -�. y Z 9 9 9 POST OFFICE IN MURRIETA, 2.4 MILES EAST ON FOR ENCROACHMENT PERMIT AND/OR A 0 6101 Cherry Avenue LOS ALAMOS RD, 4.8 MILES NORTH ON MY. 395, GRADING PERMIT HAS BEEN ISSUED. _ z 0.1 MILES WEST ON SCOTT RD., 78 SOUTHEAST OF 0No. 36052 m Fontana, California 92336 POWER POLE 0 r. NORTH S OFr.F SOUTH of TRACT 26163'1 8� 2f� 909) 899-501 1 Fax 909 899-5014 SCOTTCORN RD., 4 Fr. NORTHWEST °F THE NORTHEAST 8 DATE Exp. ( / C � CORNER of A PUMP HousE, 2 FT. WEST of A OF SHEETS The � etyriq these obl+• r rr.Dotuief. for eeeurNp the MARKER POST, SET A BRASS DISK IN THE TOP OF !1 7 0 g -_ far IIIlaw IV a�a d» vRE 8101% s� 1F �� CONCRETE POST. FILE NO. °°'"'�' °°Droio1 a °i"w'° °a" 0"• D''YeOi r MARK BY GATE APPR. DATE OF'�. Cf VM1' ' Prepored By: 1?.C.E. 1VD. 36052 SCALE: SHOWN SHOWN F� W.O. COUNTY the cam*. ENGINEER COUNTY RECOMMENDED DATE CAS DATE: H: ON PLANS V: ON PLANS K. HOVNANIAN 118.02.01 Filename: L•\DWG\118.02\RG\SH5.DWG Date: JAN. 18, 1999 • y 1Z R \ T 29 7 1 ` .08 1 6 i { RO ED ULVE BE CON U D , is R E IMPM / • P NS, r O •_ — — — n SCALE: 1 40r (AlUl GRAPHIC SC ALE \\ ru.' IN Fw ) \ (� - J 1 inch 40 tL \ 3W WIDE 3W W BL N AI : X. X(0 , T i rn ^ 6v i ENTATI � T O ' J W Q 0. 0 a: ' I E ��TA TI V T C 2 7 I 1 1 / PROPOS CULVER Ate, 4=-m. NP.Q"i�-rT T of TO BE C NSTRUCTE ` o PER S ET IMPM'T. t Ea• 5� lei" X 0) { tb WIDE am a � o -- J PLAN ORAN4W EDIT � � } I ru w o • W s _ lac 100 20 $ 1 9 \\ s �, _,z.� ai W 1318.17 --+�--- _ %`- --+— -—+ t- \ - �°-- - - �+-'- - �- o1.00, "w4 _ -�--- �s W W \ U no WOE 3W As u e�� oT 4sZ `� �r _ _ — -- o N COL*M OF RWRM XT OF - \.�; SAL BLIAN R AD - + r �, s sTY -� , Mt"to TEN V RAC 28 O r O _/ f a twwa eM. N an wwwwe s1,«r dMgow of.q ago so"*#a MO sewassm Na . 3s0a2 Uhder+�+o�nd BerNos Alert DIG ALERT Cd TIOL.L F 1-e00 W-m tWo 13Nc oars eoFoRE rou DIG I;L- Frpp n NOTE: sEA<.—couNTY COUNTY OF FNHE'Fi9DE SEAL-ENGI FEssENGNEBENC�AARK• SHEET ' WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT o QR o �. ` �� ALLARD ER/NG �. �-M-» ROUGH GRADING PLAN SR41 NOT COMMENCE UNTIL AN ��' ��' �<< F Civil En ineenn — Land Planning G.2 MM SOM ON � + "& RM rnE F� HALE�AN �� 6 ENCROACHMENT PERMIT AND/OR A APPROVED BY: �`� -� , z 9 g 9 Posr o M , � z.� r oN GRADING PERMIT HAS BEEN ISSUED. h �� o �' 6101 Cherry Avenue !AS MAMOS ft 4.8 e+IL S �H ON rW. M. Z 0.1 ML.ES oN sCOTT 1lD. 78 sOt1I11EASr Of � • No. 3so52 r*r Fontana, California 92336 PowQ ro E V31�-s, so .r• smm+ ar TRACT Z��_� 8 2� DA Exp, (909) 899-5011 Fax (909) 899-5014 z " O 8 . a... N.i. r w ,�l. w.► ....eM ea. 8— .w « e�. a.* w,.. e� r» ««k « ..wq.�.w ...ir. SHMI r 4 M w .,P MARK CI'V11. �! �rosrPokr Et A wblss ol�c NI n ror os �. . "Prwm ►, sir DATE APPR• DATE ��, Pre pared By: R.C.E. NO. 36052 FOR: W.O. ENGINEER OF �F SCALE: SHOWN SHOWNFILE NI1 H: ON PLANS V• ON MA ' COUNTY ECOMMENOED DATE DATE: NS K. Hovnanian 118.02.01 FN«eoenw r`V a 02\RC\ NANA= - Ddw JW. - l i v � If X� TA IVE RACT 28 0 ll .� I X-4 ^tom• sz. rt 10 o T4 8g II I • 1 1+ 0.0 ALOMAR ROA 30 X I ! 0 00. GARIr BANI UmJ1Y SCALE: 1 "= 40' 1-�— - - - - — - _ - - - - - - - - - - - - - .I GRAPHIC SCALE ISO �>r 2 0.98 ss 3 0. 1% 4 , 9 Qx 40 0 20 40 a0 1 i o ' J151t - - I- - -F-- --} - - - - +-- - wCU ' NO 1.0 � 1.07% '0.58% .61% f � 89 OS O ( IN FEET ) _ X o 1 inch = 40 ft — — — — — — — w i w X ( i 1 - — — — — — — — — �Ec¢. C:JL5tN M0.Of4ALO Ff _ROAD erg. iDRNMNGE _ Ii ' E A TI VE 29 1 71 1 !, 0 C;�CA , jG �-IA t�i _ e?,� g OO 2n 5' DRAINAGE L101- S ! g , N�' ?4 g 1 j ENTAP<E T A 06 •2 ,, 1 •• EME 14+17.40 Fe 25 I 0>9 IONSTRU T CUL ERT1 00 6 'X10' RAIN GE owR STRE IMP 'T. ,1K SEME P NS. E EN 0 2:1 ,o"r91 — �o .off - - - - — _ � - - — - - � ,� 1 zi �� ib M cr - - - � — - - - - - - - - - - - - - - - - - - - - - - w M > > ? 047. ? N T 7 �'t8 9 — 'r�1 1 ��12 — — / 13 — 15 W I 1 1+4 > (U Ir 00 a. Sy W o D o • _ , o W 2:1 — _ - - - - - - - - - - - — - - -2--1 - - - - — — FLL 2:1� cl) 50.45' -� 1 oo \ 1 ( — —0— — — — Q WIDE r_ s P SED CUL T \I 1 I ;� °D 11 "� I Xrn / 10 CO TO BE CT ' I w I (( o I CO STREET IMP ` ' °� 0 J PER S � � I � __ 1 > > I E TA TRA T 2 0 4 � � y � i O � � Q W O COUNTY OF RIVERSIDE DEPARTMENT OF 0.0. a: BUILDING & SAFETY APPROVED REVIEWED B pAll AWMVWl of these pisns shall not bo construed I,, I!r t•oermn for, or on*"rowM Of. spy violation of „j O# tb'm proviwpns of the stet* Of county lows. i elb oet of plons mtw be kw got the job VntH GomplsLon, oQ�QFESJ. S/pNq� W CC thww- round Service Alert •6•30.2000 DIG ALERT cjvj\' CO TOLL FFEE: C�L�F moo !� G 19g9 TWO WORKING DAYS BEFORE YOU DIG SEAL-COUNTY �,Y � f SEAL-ENGINEERSHEET No. NOTE: Q�OFESS ONq ALLARD ENGINEERING m c : eo0-20-� ROUGH GRADING PLAN WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT �o t,�o q< < Civil Engineering n e e ri n — Land Planning n n i n Q 0.2 W ES SOUTH ONBRASS DW *4 NN WASE HIN�N AVE. FROM THE 7 SHALL NOT COMMENCE UNTIL AN APPROVED BY' �� 9� Z� 9 9 ✓ POST OFFICE IN MURRIETA. 2.4 MRES EAST ON FOR PALOMAR ROAD ENCROACHMENT PERMIT AND/OR A 4 p 6101 Cherry Avenue Los AAMas RD. 4.8 MILES NORTH ON Huts. 395, GRADING PERMIT HAS BEEN ISSUED. z 0.1 MILES E #, ON SCOTT RD.. 78 SOUTHEAST O AST OF No. 36052 m Fontana, California 92336 SCOTT POLE FT. NORTH ST Fr.OF HE N of TRACT 26�-1 and W63 (909) 899-501 1 Fax (909) 899-5014 CORN RD.. 4 FT. NORTHWEST OF THE NORTHEAST DATE Exp. CORNER OF A PUMP HOUSE. 2 FT. WEST OF A OF 8 SHEETS K Thed the Mdesl Mreai " I a » "�t.r:off `�� C I V 1 L �� CONCRE'riE PST. FOR: W.O. COUNTY MARKER POST SET A BRASS DISK IN THE TOP OF r , tM p h t, ; ,1,,,, � „�,�,,, qr ,tea Prepared By: R.C.E. N0. 36052 � on soo;wA* solution eM rerideq th, pbne for oppr�a by MARK BY DATE APPR. DATE FOFF �F�` SCALE: SHOWN SHOWN FILE NO. the cow*. ENGINEERREVSKM COUNTY RECOMMENDED DATE CAI. DATE: H: ON PLANS V: ON PLANS K. Hovnanian 118.02.01 )4H Filename: L:\DWG\118.02\RG\PALOMAR.DWG Date: JAN. 18, 1999 C O O54E) Q _k17 MVAfi*s r FL \ _- TEMLo0wy SLOPE &SEMENT UMJrf EASSEMIEW DEQ1AADD RIWD RLCMT AF my a 10' V, / r FUTURE FUTURE Z' - - j 150' V.C. 200 V.C. PI=1518.00 P1=1512.00 _ zn w F/N/SH GRADE ® CL 2x J Q' B, ACCESS R04D W > I (o O to ,r O / U U) o o l O N Q > i� I O N Lo o = m O ^ \+ N O ± U) Lei- 00 LL LU- _ z LPL (n LVi LNi LNi Q_ / ^ r LPL Ln p N \ - + o �, N ,. - TEMPORARY UTILITY ACCESS ROAD to J m O U-) 1* (D N .- LL / O U- O OT L` + ^ � N M LL U (D (D Ln (V 00 N O V) r tn (p N N N � 0 v — I O LL (tJ N U) r Ln L N (6 O ll NA U) (� � 117 .- r r LL7 N 17 M M o r r r � � � M �; N r � � � N _ TYPICAL ROUGH CUT n O 1A Ln - to Ln + Lr)— LA- co N N N7 Li r r '- r r r r + r Lf) �° L0 r �"_ Ln •. N.T.S. 1 n r _..�.�.�. � -- — . .-.- _.�_ .-- .-...-- .- 1 --_St � T.-_-__ _...__- .tee_._.__- - O N LO U04 ') O \ N N ,3 43 � P400496 87 9° V)LL- sr N \ ^V) 04 _ �t �6,79 LLL ILL LLi LPL Lei LLL. lei LLL_ O � LUL LNi LLL. X LNL. LNL LL \ : LA- O In ,99 O to 00 (D 0) O (\ r O L'7 o N Ln Ln Q) W 00 Lh 04 N M ` ° O N 't CN O N (.0 r O r, It NM r7 Q U•) LNi L L � r O O O O O+ O O o O + O O O O O O O M LO N o U- - r 400 V.C. `� i. Ln Ln Ln Ln 00 Ln Ln Ln a, Ln Ln Ln Ln Q to Ln Ln O r r r r L ��n ----- - -- ------ Ln --- - - -- - --- - -------- - --- - ------ ------- -- - - —�---- -- - - _ --�-�� E�---------- - --- -- _-- -- ------ --- Ili V - Ln Ln r + Z O O O O O 04 1 PN 3 50y�, SEE SHEET 2 1500 1� \ SCALE: H: 1~=409 Y: 1~=4* e a � 4- _p• A 00 6*X6• - W1.4XW1.4 W.W.M. N I ZSEE CON srRUC710N NoTEs '�••F +• J4 GRAPHIC S C ALE Q FOR PAYED DRAINAGE . • - , DEVICES HEREON • DRRUN ANCHORT y N 40 0 20 40 a0 1Q0 y S.,_..y , < s..12r-L7 .:c {. So T ✓� 0 8•t- rf 4 8 t°o°�I rER1R MR Hr '~- +=-'µ�+•,� SCAtF: ME of Lx1W-W oRAw. � � �' ) WNOTES: sECTaw A-A e• SE'CnoN 9-e >< inch = 40 if» �pQ �� J. A'9��y > 1.CONCRETE SWILL INVE A WARM ULMMTE COMPORESSWE SIIIENf9M AT 20 DAYS OF 25W PSI. � •� CO►�CKW NAY 0E PMlpITOMLY PLACED AND SWILL 00W01 W TO SWWN 2621 OF THE A �� .N ,�y•' ' • ' .. . ••. _. �- I O U?4VRrW MOLDMIO COOS. DOWN DRAIN SO Z 2.REM*DHCWC SWILL 0E Wk0' - W1.4XWI.4 MELDED WOLE MEW (MM)OR APPROVED EQUAL `� 1.1.1 � No.36052 0 � °t „ ,:, •1 -- ,:. N.rs. L� , 3.MOUND MOLL BE PIE-WETTED TD TWE SATLS WTM OF THE BULDOLD OP ICHL OR aWMAIM �+ Q� I PWllOR TO PLACBMW OF CONCRETE. LIOIST LOSS IIETARMW%MLA BE USED WMETW REQMLED ]( Exp.6.30 LTY THE eUCLDIMc aWrTCII aR L9.OIMEER. T ____ 1504 •---_� �,�oX 30 0' , _ �9r 1 V 1V � / os,�e o0 .457-_ 10' �� ' EXISTING 30' WIDE �'L �� O rk > > > Of ��t� M 1`� '�`'� OFFERED aff NOT �) �h '� �c�ti �`�� ,�h`L� J ,��rl. S�2 S?� s?� �S�o � 150 7 ^� �^ j 1503 '� 1497.4 I C G \ \ VE UL 1 2.6 5 71b, �. L+j` .yh by 1� ti� X 9 ,� � � F ,�h t� �g F ,�h _�h�' �h�' FG �h� FG � � CUT �h'L �G 'L FG ,�h F - _-_ {��L G 4jWL G �0' ��' V O°�• V — X X X X 7 — — _ _ 4 F �O ,�g ,�g F — - -I _ AI - 1 12 13 �- -77 r- — — — — — — — — — — wv 1b k k 1� 0� 1� Wyk ip �k y1 O L 6 q y1 y �, k Fj v �- - v ,� •� W ,� W h '�' k. W g. O. 0 W �. O b• L�j b Ok cD— �`� ,�� Ci �G '� E`'_ 1 G , F' �h G '� �b G cN '� G G '� h �h W�h , •� W Z g�0�� .�b• h1h ,°�'�° - h - ,�� - - tig �, by'� -.� ' i bb k1 y1 - ,h - -k1 1 �� ♦ G ,�g �ti h� �' c fib' 1"� /y0 11 -�L -,�,. _�. p0-- N — -- ..— � � � FG V 1 I FG , FG 3 •e>r � G � � �g G h b G 1h �� 30' E 1560 h 1E Y RIP P II FG I I JO' E tJitLAY , 9 Udw-giAlert SLOPE dMNiAiAE 10' 20'X 2'DE 5.0% J --- 5'0 � �S NICE �kv�` o f•11r� I �` �� --I 1OY 1 ISAAEMW LIGHT RIP- P DrA I 2 DEEP � 4bul �'"' TEN A i VE TR A T 8 0 Mw o D%YS you w, o SEAL-COUNTY STY � SEAL- NGIN BENCHM�AAW: SHEET NO. NOTE: Q�OFESS,ON ALLAMWC) ENGINEERINGWMW TM �' eOD-2O—� RO" CADIIV�G PLAN WORK CONTAINED WITHIN THESE PLANS AZ10N DEP ��°,�0`'0 J' <<< Civil! Engineering — Land Planning n n i n ��'��"' POST." AVE. nM TM� S SHALL NOT COMMENCE UNTIL AN APPROV01 BY: -� ti 9 POST MW IN MURRIE A. 2.4 � EAST ON TRACT 26W-1 and 261M ENCROACHMENT PERMIT AND/OR A (� �� a C) 6101 Cherry Avenue LOS ALAMOS RD, 4.8 MILES NORTH ON I� Y. 395. GRADING PERMIT HAS BEEN ISSUED. Z 0.1 MILES WEST ON SCOTT RD., 78 SOUTHEAST OF fi W No. 36052 � Fontana, California 92336 POWER POLE #312o98-s, eo FT. SOUTH of CRAIGj AVIE�NUE '- ACCESS Exp. (909) 899-5011 Fax (909) 899-5014 SCOTTCORNER RD., 4 FT. NORTH SE. °F THE NORTHEAST OF 8 SHEETS IOW Pbob LM/MI� two �,�WI,LMO t11r M ,» DATE r MARKER POST, SET A PUMP BRASS'S DISK THE TTOP. WEST OF AOF R* M M rb .awl nMd" �II�.\w\ KBY I �� R `�� Prepared By: R.C.E. NO. 36052 SALE: SHOWN ShlowN K. HOVNANIAN 118.0201 c I V�� . CONCRETE Posy. FOR: W.o. TY °'�''' ENGINEER COUNTY RECOMMENDED DATE CA��F DATE. H: ON PLAN S y: ON PLANS ��FEYHOW 91 D.a r-d by: Jam' Dram by: AtOL ;�" f ilenoffw: L:\DwG\t 1 eo2\RG\wcwA1G.D= � Dc'P" r17P '9. 1999 Y i -EASrrE ]R N MUN1C11? A, 1 _, 4VVArrEIR ]Dlsrrlzlcrr TRACT NO . 26163 = 1 GENERAL NOTES OFF= SIT WAT R IMPROV M NT P ANS 1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH EMWD STANDARDS AND SPECIFICATIONS. NEWP❑RT RD 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING WATER SYSTEM AND VERIFY ITS EXISTING HORIZONTAL AND VERTICAL LOCATION. 3, ALL CML&C STEEL PIPE SHALL BE CLASS 150 EXCEPT WHERE NOTED OTHERWISE PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. A � 4, nrPE AIRA CONSTRUCTION NOTES ESTIMATED QUANTITIES VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-367 W TUPELO PROJECT 0—INSTALL 24" CML&C STEEL PIPE, CL-150. - 5670 LF � RD SITE 5. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) OF PIPE. J 0 —INSTALL 24" BUTTERFLY VALVE PER EMWD STD. DWG. NO. B-577. - 9 EA 6, INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. B-656. 3�INSTALL 12" RSGV VALVE PER EMWD STD. DWG. NO. B-255. - 4 EA I GARBANI RD 7. BLOW-OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWGS. OF FIRE ( —INSTALL 24"X24"X24" TEE (FXF) - 4 EA HYDRANT STANDARD 8-351. 5�INSTALL 2" AIR VALVE PER EMWD STD. NO. 367 TYPE "A". - 5 EA In cv 8. TEMPORARY BLOW-OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH THE STD. DWG. NSTALL PERMANENT BLOW-OFF OFF ASSEMBLIES PER EMWD FIRE - 1 EA ,!, w B-568. HYDRANT STD. DWG. NO. B-351. 0 g, ALL CONSTRUCTION SHOULD OBEY THE FOLLOWING SEPARA110N STANDARDS: 7>—INSTALL TEMPORARY BLOW-OFF ASSEMBLIES PER - 2 EA w N �EMWD STD. DWG. NO. B-568.a. PARALLEL CONSTRUCTION: THE HORIZONTAL DISTANCE BETWEEN POTABLE WATER ,�J.& INSTALL 12" PVC, C-900, CL-150 - 17 LF WATER AND SEWER OR RECLAIMED WATER MAINS SHALL BE AT LEAST 10 FEET. INSTALL 8" PVC, C-900, CL-150 - 17 LF b. PERPENDICULAR CONSTRUCTION (CROSSING): POTABLE WATER MAINS SHALL BE -- - -- -- AT LEAST ONE FOOT ABOVE SEWER OR RECLAIMED WATER MAINS WHERE THESE 10 INSTALL 8" RSGV VALVE PER EMWD STD. DWG. B-255. - 2 EA LOCATION MAP LINES MUST CROSS. N.T.S. 10. ALL STEEL CYLINDER PIPE SHALL BE BONDED AT RUBBER GASKET JOINTS IN ACCORDANCE WATER CERTIFICATION WITH STD. DWG. B-638. el S 112 SEC. 11 T. 6 S. R. 3 W 11. ALL DESIGNATED PIPELINE WELDS SHALL BE FULL WELD DOUBLE PASS AT EACH PIPE JOINT I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 26163-1 WITHIN DESIGNATED WELD LENGTH LIMITS. IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF THE 12. SHOP DRAWINGS FOR CML&C SHALL BE SUBMITTED AND APPROVED BY EMWD PRIOR TO FABRICATION. EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER SERCVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER TO SUCH TRACT. 13. INSTALL GUARD POSTS AT ALL AIR VALVE AND BLOW-OFF LOCATIONS PER EMWD STD. DWG. NO. A-504. THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH TRACT AT ANY SPECIFIC QUANTITIES, FLOWS OR PRESSURES FOR 14. ALL PROVISIONS OF THE SOIL CORROSIVITY STUDY FIRE PROTECTION OR ANY OTHER PURPOSE.. NOTE: BY: M. J. SCHIFF & ASSOCIATES, INC. DATE: JULY 13, 1999 THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN (MAIN LINES - NO EASTERN MUNICIPAL WATER DISTRICT LATERALS OR SERVICES SHOWN) ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS SHALL BE COMPLIED WITH DURING THE CONSTRUCTION OF THE WATER MAINLINE. Provisions are as follows: AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE CONTRACTOR SHALL A. Steel pipe with a cement-mortagr coating per AWWA Standard C-205 requires no additional DETERMINE THE DEPTH AND LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO TRENCHING protection. Any type of cement may be used. AND SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ALL LINES B. Buried steel and iron pipe and fittings in appurtances, such as the elbow and buried portion SHOWN AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THE B y V�A Z�� PLANS. CALL UNDERGROUND SERVICE ALERT (DIG ALERT) 1-800-227-2600 AT LEAST 24 HOURS of the ni le in blowoffs er B-351 and B-561, shoiuld be cement-mortar coated or concrete PRIOR TO EXCAVATION. or cement slurry encased where possible. Otherwise, they should be coated with a fusion CIVIL ENGINEER OF SUBDIVISIONS DATE bonded epoxy, coal tar epxy, wax tape or equivalent and wrapped with 8 mil polyethylene per AWWA Standard C-105/ANSI 21.5. Valves shouild be encased in one sack cement slurry or wrapped with wax tape. For connecting copper, such ads air valves per B-598 and services, the copper should be encased in a polyethylene sleeve at least 6 mils thick. C. Bond pipe joints for electrical continuity by means of one steel bond welded between the bell and the spigot and coated with cement-mortar per EMWD Standard Drawing B-638, Detail C. D. Install insulated joints at any connections to existing metallic piping except mortar coated steel pipe. Insulated joints should be placed above grade or in vaults where possible. Install an insulated test connection per EMWD Standard Drawing B-379 at all buried or otherwise inaccessible insulated joints. NOTIFICATIONS BENCH MARK BASIS OF BEARINGS E. Install corrosion monitoring test stations at each end of the pipeline, at one end of any casings, where any cathodic protected lines cross, and other locations as necessary so the THE BEARING USED IS N 89'29'55" W ALONG THE interval between test stations does not exceed 1,500 feet. Pipeline test stations should use a RIVERSIDE CO. NO. 600-20-68, A BRASS DISC CENTERLINE OF CRAIG AVENUE AS SHOWN IN P.M. #12 and #6 or larger wire with type THAN insulation per EMWD Standard Drawing B-662. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES AT LEAST 48 HOURS IN A CONCRETE POST, 0.2 MILES SOUTH FROM THE 18590, BOOKS 120/71,72. Independently weld each wire to the pipe. For test stations at casings, weld two additional IN ADVANCE OF STARTING CONSTRUCTION: MURRIETA POST OFFICE ON WASHINGTON AVENUE wires of a different size, for identification, to the casing. F. Cathodic protection is not recommended at this time. The joint bonds and test stations will - EASTERN MUNICIPAL WATER DISTRICT :0090 928-3777 EX. 4830 ELEV. = 1517.54 DATED: 1970TIME LIMITATI0NS permit cathodic protection to be easily and economically installed in future if necessary. - UNDERGROUND SERVICE ALERT (USA) 227-2600 G. To iknsure that corrosion control is properly designed, preliminary construction drawings - THE GAS COMPANY (USA) 800 227-2600 should be reviewed by a qualified corrosion engineer. - SO. CALIF. EDISON COMPANY (USA) 800 227-2600 THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX (6) H. After the pipeline is backfilled, but before the construction contract is completed, the pipeline - GENERAL TELEPHONE COMPANY (USA) (800 227-2600 MONTHS FROM THE DATE ON THE CERTIFICATION. IF should be tested to insure that the joint bonds are intact and test stations properly installed. - CABLE TELEVISION (USA) (800) 227-2600 CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME, Also, native pipe-to-soil potentials should be measured and recorded. These data will be - RIVERSIDE COUNTY TRANS. DEPT. (909) 955-6885 EMWD REQUIRES DRAWINGS TO BE REVIEWED BY THE useful in determining if pipeline conditions change in the future. - ALL PERMIT AGENCIES DEVELOPER/DESIGN ENGINEER FOR POSSIBLE CHANGES IN I. Pipe-to-soil potentials should be measured biennially to determine if conditions on the pipeline MASTER PLANNED SIZING AND CHANGES IN SPECIFICATIONS are changing. AND STANDARDS. NOTE : WORK CONTAINED WITHIN THESE PLANS Underground Service Alert SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A 0 Y DIG ALERT GRADING PERMIT HAS BEEN ISSUED all: TOLL FREE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSUMING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON 1-800 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR- 227-2600 DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS TWO WORKING DAYS BEFORE YOU DIG FOR APPROVAL BY THE COUNTY. PRESSURE ZONE: INTERIM 1627 TO BE CONVERTED TO 1750 PRE ARED BY: SEAL-ENGINEER SEAL-C Y COUNTY OF RIVERSIDE REFERENCES REVISIONS EASTERN MUNICIPAL WATER DISTRICT EASTERN MUNICIPAL WATER DISTRICT I.Da3 & A-U-1 ALBERT A. WEBB ASSOCIATES �rrr,}~s SCALE DATE RIVERSIDE COUNTY CALIFORNIA S.A. 41/33 ` t <. : - "+ TRANSPORTATION DEPARTMENT NO. DATE INITIAL REVISIONS APP"VD �k, , �a��.c 2 DESIGNED MFF CIVIL ENGINEERS J `-�l<:, �k� W.O. 99-400 cE A .4�� 1' 9-10-99 R.P. PER COUNTY COMMENTS CIVIL ENGINEER OF SUBDIVISION APPROVED BY: DRAWN MFF TRACT NO. 2 616 3- 1 C.O. BRUCE A. DAMS 7 y� ,�� rM 3788 McCRAY ST. RIVERSIDE, CA. 92506 REGISTERED CIVIL ENGINEER PH. (909) 686-1070 I �: rn INITIAL DATE CHECKED B.A.D. COORD. 23D-45 `s ' ' �� `} ! t p PROJECT ENG. SUBMITTED OFF-SITE WATER IMPROVEMENT PLANS C47200 1�' C472M �, /Z �/ 9 J INSPECTION SHT. 1 OF 10 R.C.E. N O. 1 -3>t BENCHMARK: - ,� CNN' ! SCALE: AS SHOWN RIVERSIDE CO. NO. 600-20-68, A BRASS DISC \`�_'' -==- j ICJ DATE ZG OC T- 9 APPROVALS OPER. TITLE SHEET °- 3 r EXP. 12-31-99 �� IN A CONCRETE POST, 0.2 MILES SOUTH FROM '+ to - SSA FILE CADD EXP. DATE cM. CAD PLAN:99.0084 THE MURRIETA POST OFFICE ON WASHINGTON AVE. DATE SWR. OPER. - FILE ELEV. = 1517.54 DATE: 1970 RECOMMENDED i ename: - Date: JULY 19, 1999 s s°/ °x END OF CONSTRUCTION HANOVER LANE 24" CML&C STEEL WATER MAIN �O CL - 150, 13' S OF 3 K47 EXIST. 12" PVC WATER MAIN 05' i �O DMY10298 1 G NOS. D= 0310 & I x C AT AVENUE E E G E N D Y � e IF _EA�..�M..E_N_T _ STA, 9+35,11 STA. 19+87 00 RESILIENT SEAT GATE VALVE PER EMWD STD. DWG. NO. B-255 BLOW-OFF STA. 18+94.40 STD. B-351 BLOW-OFF TYPE vAB 67 « ^J 24" EXIST. SEE SHEET 3 STD, B-351 SEE SHEET 4 I !� EXISTING VALVE 3 SEE SHEET 4 s! 8" PVC WATER I�I BUTTERLY VALVE(FXF) PER EMWD STD. DWG. NO. B-577 STA. 12+99.90 TR 26163-1 !' !! _- 2' A V B-367 ON-SITE PLANS s M « w " TYPE A� (D-21090 TO D-21 101 ) 62 >A i n a . 2 COMBINATION A.V. & A.R. PER EMMWD STD. DWG. NO 367 TYPE A SEE SHEET 4 24 OUTLET 30' EMWD EASEMENT .- 24" CML&C STEEL WATER MAIN 51 G' N 6 6 • EXISTING WATERLINE 00 CL - 150, 13' W OF C i 59 sz so 42 47 « ~ ~ p ~ M PROPOSED 24" WATERMAIN 0 — 19+08. 13 PALOMAR RD. = pC 53 49 43 r - 1 +00.00 MEADOW VIEW DR. µ • as 0 0 w M �J INDICATES SHEET NUMBER TR NO. 26163- 1 57 5448 .J STA, 9+35,11 w 47 '� 40 C.G. CENTER GRADE/CENTERLINE OF PIPE LINE BLOW-OFF STD, B-351 48 SEE SHEET 5 � m a RSGV(FXF) , � � >1 TEMP. 4" BLOW-OFF ASSEMBLY AT END OF WATERMAIN PER 36 s I STA, 12+99,90 0 16 17 16 19 .f o M EMWD STD. DWG. B-561 2' A' V B-367 o I 14 20 3' 36 • K 10' MIN. TYPE 'A' Q 13 C n/ _ END OF ST. IMP. SEE SHEET 5 :2 ' 11 s 22 O d 12 4 < 33�� ~ I I 6 3 32 34 77 7• 7r o o �� 23 T_ 1 PERMANENT BLOW-OFF ASSEMBLY PER EMWD FIRE HYDRANT o I 10 7 2 _ - __ ___-- ---__.__ _ ..-_. _ STD. DWG NO. B-351 + + 8" WEIR" 16 -1 XIS D DICA ED /W 12" 7 7 - -- - 25 31 30 24 211[ 74 -m • 4" GUARD POST AT ALL AIR VALVE AND BLOW-OFF LOCATIONS • PER EMWD STD. DWG. NO. A-504 STA. 13+87.40 PALOMAR RD TUPELO PELO ROAD END OF 12" CML&C STEEL PIPE � STA, 15+42.59TEM _ SEEPSHEET 5 OFF, B-568 Z' A V B-367 it J STA, 23+08,9 TYPE A' 2' A;.V B_ 7 - SEE_ SHT, 7 ,� ?;,n CTYPE 'A' j _ BLOW-OFF SEE SHT, 8 = STD, B-351 I I SOUTH SIDE OR WEST SIDE I NORTH SIDE OR EAST SIDE i SEE SHT 7 0 I / 7: �i 24" CML&C STEEL WATER MAIN , R W CL — 150, 13' S OF I Z R/W 12 TYP. 7 6 12 TYP. FIRE HYDRANT. 6 Z 6 I 0 \ / w w (LOCATE FIRE HYDRANT Ig" VALVE � ul S/W IN ACCORDANCE WITH MIN. BOX I o I , II 04 I 8" WATER TR 26163-1 Cn STD. 400 AND ORD. 546 SEC. 901). I a ON-SITE PLANS. 00 o I I I li II CE.G I it JOINTUTILITIES - j 24" CML&C STEEL WATER MAIN JOINT UTILITIES I` I -- -- -J�- 6 6 I I� i� ENCH (ADJUST ' ' TRENCH. (ADJUST �+ GAS I II TRENCH TO AVOID CL - 150) 13 W OF _T t�-� TRENCH TO AVOID CURB. 24'�WATER I i b MAIN STREE i CONFLICTS) 00 CONFLICTS). I 8" SEWER 2.5 LIGHT BASE III SIDEWALK MAIN 4 ;' �PROPOSED� O MAIN NORMAL MIN. SEESTANDARD NO. STORM a DRAIN MIN. 2.5 MIN. COVER i OR 1001 OVER FACILITIES FOR RESIDENTIAL LIGHTING DETAILS III a I24» NOTES : 16 9\' 1. LOCATION AND DEPTH OF EXISTING AND PROPOSED UTILITIES MUST BE PROVIDED BY A SUBDIVIDER, STA. 22+89.08 GARBANI RD. AND SHOWN ON ANY PLANS SUBMITTED TO THE TRANSPORTATION DEPARTMENT FOR APPROVAL. END OF 24" CML STEEL PIPE TEMP. BLOW-OFF, B-561 18" 2. CHANGES MAY BE PERMITTED BY THE DIRECTOR OF TRANSPORTATION IN CASES OF CONFLICTING FACILITIES. I 3. CONFLICTS BETWEEN UTILITY COMPANY FACILITIES, EXISTING AND PROPOSED, MUST BE MUTUALLY i RESOLVED BY THE UTILITY COMPANIES. - - - - 4. ABOVE-GROUND FACILITIES SHALL BE LOCATED BEHIND SIDEWALK. u - GARBANI ROAD FUTURE 16" UTERMAN 5. FOR TREE INSTALLATION, IF PARKWAY IS 12' FEET, TREES SHALL BE LOCATED 1 FOOT INSIDE R/W. a z WATERMAIN - _ _ _ - IF PARKWAY IS LESS THAN 12 FEET, TREE SHALL BE LOCATED 1 FOOT OUTSIDE R/W. Underground Service Alert o 1+00.00 HALEBLIAN ROAD = UNDERGROUND UTILITY LOCATIONS „ oG 23+19.08 GARBANI ROAD GRAPHIC SCALE 1 = 200 Oaf C= y DIG ALERT 0 o R I V. CO. STD. NO. 817 --� Q` all: TOLL FREE o°o °o (TYPICAL SECTION 1 800 200 0 200 300 400 Q _ o 227-2600 PRESSURE ZONE: INTERIM 1627 TO BE CONVERTED TO 1750 TWO WORKING DAYS BEFORE YOU DIG SEAL-ENGINEER SEAL-COUNTY COUNTY OF RIVERSIDE REFERENCES REVISIONS EASTERN MUNICIPAL WATER DISTRICT EASTERN MUNICIPAL WATER DISTRICT I.D.13 & A-U-1 � PREPARD BY: ALBERT A. WEBB ASSOCIATES �`�� SCALE DATE RIVERSIDE COUNTY CALIFORNIA S.A. 41/33 y �)i �QRpFESSI�9 EsJ``''� TRANSPORTATION DEPARTMENT N0. DATE INITIAL REVISIONS "VD , 6 � -�� N< CIVIL ENGINEERS ``. . '� -, DESIGNED MFF TRACT N O . 2 616 3 — 1 C.O. 99-400 r�,Q' JG� A DqL �2 APPROVED BY: I 9-10-99 PER COUNTY COMMENTS CIVIL ENGINEER OF SUBDIVIS ONS DRAWN MIFF BRUCE A. DAVIS ZS/ '� r 3788 McCRAY ST. RIVERSIDE, CA. 92506 `" 1n , z` �'Z' INITIAL DATE CHECKED B.A.D. OFF_SITE WATER IMPROVEMENT PLANS COORD. 23D-45 REGISTERED CIVIL ENGINEER z PH. (909) 686-1070 IY wtti E ` t Na z ;o ; , �/Z /4 PROJECT ENG. 75 7h+ 91 SUBMITTED SHT. 2 OF 10 N0. C47200 ` R.C.E. N0. C47200 EXP. 12-31-9 \ ' " ` ` �� INSPECTION — D- C/9SCALE: AS SHOWN BENCHMARK: APPROVALS RIVERSIDE CO. N0. 600-20-68, A BRASS DISC i L!'.' �i ^-`' DATE 4 _(� `C i WTR. OPER. FILE �� `t ., t�iss��ir IN A CONCRETE POST, 0.2 MILES SOUTH FROM �i, INDEX MAP '`..� � EXP. DATE EXP. 12-31-99 'Fox CAL CAD PLAN:99.0084 IF THE MURRIETA POST OMCE ON WASHINGTON AVE. `� At_�i DATE SWR. OPER. F LDD ELEV. = 1517.54 DATE: 1970 RECOMMENDED Filename: 99-0084ADWL2 Date: JULY 19 1999 9i 7sw H H 7 ------------ ... ---------- + . ..... -7777-77-7777 �7 iv- ENG-TFF-1 IM JL-0 9-J,ki- Uj .0 --------------- -------------- ---------- PROP. FINISH G1 ZA M' -AT W �m k%r- A'r i A% r., in fR 2� 61'63�:JL tJ 1;�i XJ __r_ER (M,10 .-WIL ACC S) --C ---------- i T + z Ul C> ---------- + _G� 24-` _&C CMIL stm _lp _MAJN _-CL-150F A R1 ---------- -,7 t -7 + JL ----------- 77, 7 -4 ---------- ----------- 7 ------ ---------- --------------- ----------- ------- PROFILE R T: 1 4' ------- ------- VE 6 + 00 7 + 00 8 + 00 9 + 00 10 + 00 ND FLANGE HANOVER LANE (D--INSTALL 24" CML&C STEEL PIPE, CL-150. AND INSTALL: 12" RSGV(FxF)(E), (D—INSTALL 24" BUTTERFLY VALVE PER EMWD STD. DWG. NO. B-577. 12"X24" ECCENTRIC INCREASER (E) I z 24- OUTLET (S) 13, EXIST. RIGHT OF WAY (a�_INSTALL 12" RSGV VALVE PER EMWD STD. DWG. NO. B-255. < - BFV(FXF)(S) 39' _ _j 24 30' P.M. 61/90 DING PER G>_INSTALL 24" OUTLET 24- BLIND FLANGE (S) TRACT NO . 22390 1 - - 0 < 1 Uj TR 26163-1 & 26263 3: 1 > C11 INSTALL PERMANENT BLOW-OFF OFF ASSEMBLIES PER EMWD FIRE 0 (CRAIG AVE.-UTILITY ACCESS) 4- HYDRANT STD. DWG. NO. B-351. C-4 1 0 Ld 6+66.30 EX. 12 CROSS W/(2) r coo 12 RSGV(N,W) AND 12" x I 0 'A BLIND FLANGE(S,E) 24 CML&C STEEL WATER MAIN CL 150, 13' S OF Uj w CL CRA16,-ROAD — 029 55 W_ V) Uj (n 7 -- - - - - - - - - - - - '0 EX. 12" WA ER W� N 890 29 55 W r4n- - K Lu EX. 12" DWG D-103�O WATER r-111A 7— < 24" WATER 0 L0 QL. + U_ A. 01 0 < DRAIN 30' EMW I :D SEE DETAIL "A" DEED INT. NO. 76973 RECORDED /1\ EASEMENT PF-9, 3c: 0 V) 0 FEB. 26, 1999 c. . No-Iq%-4 414 RECORDED q-10-1999n6 DETAIL " All NOT TO SCALE CRAIG ROAD GRAPHIC SCALE 40 0 20 40 80 Underground Service Alert 11,111" DIG ALERT all: TOLL FREE IN FEET 1 inch 40 ft. 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG SEAL-ENGINEER SEAL-C�O�TY COUNW OF R1VERSEDE REFERENCES REVISIONS EASTERN MUNICIPAL WATER DISTRICT EASTERN mUNICIPAL WATER DISTRICT I-D-13 & A-U-1 PRE SCALE DATE S.A. 41/33 BY: z: RIVERSIDE COUNTY CALIFORNIA ALBERT A. WEBB ASSOCIATES E S S W.O. 99— IF NO. DATE INITIAL REVISIONS APP"\/-n DE 400 CML ENGMERS TRANSPORTATION DEPARTMENT 3 . APPROVED BY: 40-99 R.P. PER COUNTY COMMENTS CIVIL ENGINEER OF SUBDIVI�fl(JNb DRAWN MFF TRACT NO. 26163- 1 C.O. BRUCE A. DAVIS 7 -6/71 RIVERSIDE, CA. 92506 INITIAL DATE CHECKED BAD. COORD. 23D-45 REGISTERED CIVIL ENGINEER OFF-SITE WATER INIPROVEMENT PLANS PH. (909) 686-1070 No. 3 PROJECT ENG. -7-s I - SUBMITTED NM C472M C47200 INSPECTION D-2 13 �3 R.C.E. N 0. 12-31 SCALE: AS SHOWN BENCHMARK: APPROVALS CRAIG ROAD RIVERSIDE 00. NO. 600-20-68, A BRASS DISC DATE Z-L -)CT 'z/; q WTR. OPER. F1 LE . SWR. OPER. CADD IN A CONCRErE POST, 0.2 MILES SOUTH FROM EXP. DATE EXP. 12-31-99 CAD PLAN:99.0084 THE MURRIETA POST OMCE ON WASHINGTON AVE. DATE STA, 6+00 TO STA. 10+00 FI LE 24 CL 7E N 89� D VIS 7 ELEV. 1517.54 DATE: 1970 RECOMMENDED Filename: 99-0084ADWL3 Date: JULY 19, 1999 91 -7--- Hiq . � , - % ' � � . � I . � I I � I I I ---t-11--I . � �- -I-I ---,-__�_--,-1...... 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REDUCER(E) � I 04 __ C14 '-�, . 30' EMWD - I CD I 0 --- - - , %-:i/�_ - I - , 04 I K - 1�--- - - - - - - - - __/__ I DRAINAGE/SLOPE EASEMENT PER EASEMENT(SEF. sw.�) � 1 I- I . 6' Ix in DEED INTR. NO. 76973 REDORDED I- I x -(D -- FEB. 26, 1996 TR 26263-1 ON-SITE - _� w PLANS 0- 0 - I I 'Ni i GRAPHIC SCALE CRAIG ROAD 40 0 20 40 80 160 Underground Service Alert I I Illm m l�� = DIG ALERT zt I m IIIIIIIIIIIIIII 0 %�_mlllllm 1 ( ER FEET ) 1% 1-800 1 inch = 40 ft. 227-2600 1 TWO WORKING DAYS BEFORE YOU DIG I PREPARED BY- SEAL-ENGINEER SEAL-�C�NTY COUNTY OF RIVERSIDE REVISIONS EASTERN MUNICIPAL WATER DISTRICT EASTERN MUNICIEPAL WATER DISTRICT LD13 & A-U-1 * - ESS,r, ALBERT A. WEBB ASSOCIATES .I ;0_�_��C 4z SCALE DATE RIVERSIDE COUNTY CALIFORNIA S.A. 41/33 '' " .1- _____ , _11" Id - 1-1�_" , 1_ik. u-, Ife TRANSPORTATION DEPARTMENT NO. DATE INITIAL REVISIONS APP"VD j ,&�-� 71411,7_7 W-0. 99-400 1, , �1' 11, I'll IX ,;* . CIVM ENGINEERS � "".' I --E-9-10-99 R.P. PER COUNTY COMMENTS CIVIL ENGINEER OF VISIONS DRAWN MFF TRACT NO. 26163- 1 C.O. z � Z - A ,�' I . , - "'. - to BRUCE A. DAVIS 7 V28A f RIVERSIDE, M 92506 i, � ,.� 41 APPROVED BY: SUBDI % -1 17 Z REGISTERED CIVIL ENGINEER a" � 1: z rm INITIAL DATE CHECKED BAD. -45 - I - COORD. 23D In PH. (909) 686-1070 " � M �� N.., Zm OFF-SITE WATER IMPROVEMENT PLANS __ R.C.E. IN 0. C47200 11 N11 C472M I I 1.4�" " .I . . _.1. * - t a/ -?- I / !V 4 PROJECT ENG. -�-5 7/2f/fq SUBMITTED � SHT. 4 OF 1 0 . M-31 SCALE: AS SHOWN BENCHMARK: J�,, ',I ,�,_ " ,1� . I S INSPECTION - CRAIG ROAD D- 2 1 -3_3 4- 1-5-1 CMINV6 RIVERSIDE CO. NO. 600-20-68, A BRASS DISC ,-,--�L�_�_- ' Z1.UllIff DATE Z_C_ iIC-T c�' y WTR. OPER. Z, ,- _ Nl�o F1 LE . IN A CONCRErE POST, 0.2 MILES SOUTH FROM , , 'CA.%-%," - 1�1 7�_� (�'f EXP. DATE EXP. 12-31-99 12p. CAD PLAN:99.0084 THE MURRIErA POST OMCE ON WASHINGTON AVE. -I - � �- I I - SWR. 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NO. 367, TYPE "A". $ BLOW-OFF B-568 24-X12" REDUCER (S) U-) 'jo (p m (n r, *X I - 10 . 0 . 6 INSTALL PERMANENT BLOW-OFF OFF ASSEMBLIES PER EMWD FIRE 12- HXH RSGV (S) 16 >61 4 . 8- , - (�)_ - r�, �_j 00 L.L. 0 11 � HYDRANT STD. DWG. NO. B-351. MIN. X <0 + \ I - EXIST. RIGHT OF WAY + > 0 + , . _= r 00 w 00 O� 0) 0 1* 30 DRA P.M. 120/72 , of< � I < , Of 04 INSTALL TEMPORARY BLOW-OFF ASSEMBLIES PER :m / RECORDED FEB. 25, 1999 AS I Z) 3: :) (D-_EMWD STD. DWG. NO. B-568. * '_ __w__ < ,<0 .�< 0 0 <� i-:a- -� ,r I rl 2 PVC, C-90 . DEED INTR. 74873 �; ' - _j a 00 r 0 , .*... C-4 1 (n m 4 Cn M I- _tt L-1 50 8" WATER SEE TR 26163-1 10- -_____.1z W ,...1 3' W 24" CML&C STEEL WATER MAIN Z.Qf ------ /__� CL - 150, 13' W OF � - - w _f� _� 0 /,\ NOTE : - � - /-, 6 . \ - �_ __ HORIZONTAL UTILITY LOCATIONS - I - - - - - ---------- - - 0 DIFFER FROM RIV. CO. STD. 8.17 , __ - - - - - - - _� . -L 2. 1 -a I _ � _11�_____=i__ _� , _=�_ 2-1 i T_ - - - - - 0 TO AVOID CONFLICT WITH -y- 2:1 - _T__ - - _��_ - - � - - ) I 0--..---..-1..--- / q _ __ . 4 _ -==-I== = � ==� - - - ____� - . Ly 10 /__ ��] - - - MULTIPLE PIPES. - - - ! 1 1 12 13 -;; V- - . - -1 - - - 4- -i - - + , - ----+� - -----+- - I . I . ff-) - - .;--- - - I - - I- - - 75 16 0 - I - I 1 7---.-----F-.. " - _18- - +_ i � Al 91 14 I- I 1100*52 47 E I � - 2e 04 3s I - -4 - I - a ___11�7 -------- -490.7- I - - � . 1 G - I- - (D - � 0 . - - n ��_ --A 2: 1 /\- - - ___ -- - __� - (f)Li Y_ _� - 2: 1 __ . - T I - - - - i - - Lj Li Of re)'m - \1 N = 11 - 10- `�\ 0 :L 8" SEWER SEE -'R 26163 \1 z V) r-- of 7- \ ON-SITE PLANS U1 - _j < 0 o6 (_0 \ \ \ ( m:Ld 00 r�, 4�!_ 1 69 �� 2 Z* \. L.j--� 0 Ld 0 ,� 0 N) CA t.Il.- (j] F_V) j I < 11 11 .or_" O-) < I I I I I Q_ Ci Qf 3 0 m I in Vi 3: 1 1 1 1 1 r4o (n Fj * . � 8 a- T_ 0 I!, !Illllllllllllmml�, 1,.........N iiiiiiiiiiiiiiiiiiiiiiiiiiiillllllI I TUPELO ROAD + m I- WAII 1km 11 I `._::::::1jj.... I�� 1* MEADOW \,AEW ROAD GRAPHIC SCALE Underground Service Alert 40 0 20 40 so 160 C= DIG ALERT PALOMAR ROAD /,\ Oww I I I I I all: TOLL FREE ( IN FEET ) \\ 1-800 1 inch = 40 ft. TWO WORKING DAYS BEFORE YOU DIG a P R & BY: SEAL-ENGINEER SEAL-COUNTY COUNTY OF R]VERS11DE REVISIONS EASTERN MUNICIPAL WATER DISTRICT EASTERN MUNICIPAL WATER DISTRICT I.D.13 & A-U i . I 00FE29 ALBERT A. WEBB ASSOCIATES ,_7a�,-,----_,__-,� SCALE DATE RIVERSIDE COUNTY CALIFORNIA S.A. 41/33 � ,�_ TRANSPORTATION DEPARTMENT No. DATE I INITIAL REVISIONS APP'VD' 1/11 1?f DESIGNED MFF ---- , � - --:?4. ___:_:�� z, U4. , i A CP*TM ENGINEERS "_�,-, -, i I ; � 13aukiII W.O. 99-400 � - -1 - �_ _ff 7.0 RrVERSIDE, CA. 92506 I/ % _ . - '1111..a APPROVED BY: in 9-10-99 R.P. PER COUNTY COMMENTS NGINEER OF SUBDIVISIONS - DRAWN MFF TRACT NO. 26163- 1 C.O. BRUCE A. DAVIS / 1yr 40 1, . . .1, -I'- I 1. , �11 I : . REGISTERED CIVIL ENGINEER PH. (909) 686-1070 .- 11,\�� INITIAL DATE BAD. COORD. 23D-45 � - -��,I OFF-SITE WATER IMPROVEMENT PLANS I rA7SM � - I �� _ ".1 PROJECT ENG. -7!5 -2/21/91 SUBMITTED I NI1 C478M r, �'();,') __" .0 0 1 SHT. 5 OF 1 0 R.C.E. N 0. C47200 . 12-31 BENCHMARK: . -1- "--�:; )�, - J,f/?Gam_� / _z_ V/ 47 p - INSPECTION - 11 - - / ' D-2 / 3 , SCALE ,I� 11 j !, It z - , - � - - I - I _____ 11 5. ito I If,, ; + =q M - ,-- _F__ - I PE , - M_ mw_ L 7 Or- ��_L # �, -1 - 's � 8 _1-�`�_�� -t-_--_- 7__T___=_7_ CV , . t_v_l , � T Lw -,k,*�� 1 :7- � - -1 I - I - 1__ - 't- �( - I- � �� --' - - ,,- - I*. , Cr41%. I RIVERSIDE CO. NO. 600-20-68, A BRASS DISC I I-, i"01 ,- ,"-,._�, 1, I i�;11,'-z!7.:��(C,q,1jr,*j§1Y DATE /-9- 0 k-T- 7 'T I WTR. OPER. - PALOMAR ROAD .f-r EXP. 12-31-99 IN A CONCRErE POST. 0.2 MILES SOUTH FROM I �, ------ �1�1'11� FILE , ,_ EXP. DATE 4p THE MURRIErA POST OFFICE ON WASHINGTON AVE. �...; � ,�, I I I SWR. OPER. 1 - STA. 10+00.00 TO STA. 20+00.00 -_ _-, - CADD CAD PLAN:99.0084 ELEV. = 1517.54 DATE: 1970 . �'N I_ RECOMMENDED DATE I _j . FILE - - I I I I +___] I I Filename: 99-0084A WL!) Date: JULY 19, 199? 9i7m. HH I -, " ;-- ___:t_-, ;, , : , � , -i , " _" , " - ; � - _I � I I I � I � I I - ; I I I � I . 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I I (D- o PER DEED INT. 74873 RECORDED _ 24" CML&C STEEL WATER MAIN 24" OUTLET (W) I! I 1 1 1 1 0 CL - 150, 13' W OF Q I 1 1 I . FEB. 25, 1999 - - 24- FXF BFV(W,S) i I I I 0 24"X8" ECC. RE k .DUCER E) ; I 0 - EXIST. R/W PER -1 - 1 ' 30 1 EMWD EASEMENT I I I + P.M. 120/72 ,�h rr'n:-#, Q0,_ NO. 19% -43819 - I I i 011.0 6 1 C4 11_ - - _ _ _ ; RECORDED !Q --0;-- �qqq_ ARV (SEE SHT. 4) .*-.*, . .�. . ., _ _ � ,--- *w _ _ - - ... k\ , , , - - - � - i _ _ _ * , 7 - _ __ _ _ - . I . 24" WTR & BOT. <Uj I I _"�� * I \?,__��, F_ __ _0 - - - . - - - - - - - - - - - - __ � I EL. OF SID. (/) I - rn ---i I - � r Z.- - 2:1 -/- / V� Uj(f) - - - - - - -2 I T I(D-T I(---- - - - ��n. - I i��- 1-11 I �_ i " -7 -- - - - --r),47-- -- Uwj ____ i - . __1___NQq52=- - __.�__-- I I _ __ - -7.T-------25-------- -- --- - ---- ---- - --- _____tp____ i __ 1 131 0 . ZUj - - - - - - - 'i- �i- t-__-,--+- __- � -27- . - - - - - - - - - - - - -8ZL58 - - - --.-- I— 11 -,+ ----- 1:�1�1 V# _j(1) 0 I i - 6 � m I n - - ___-r - - - - - __ I 0 - - I - T I ��'-- SEE SHEET 4 11_ - - - ! I / < _ - - I I ( DETAIL. m ON-SITE PLAN 1_7_1% (/ -�,__-, I I I �j j r_ _ _ 1_� ! I I cil C-T] (ji O-) m O-) 0_� O-) �_� - 8" SEWER TR 26163tl I I , __� 00 Q0 0 \. �\j CA CJ71 I I ON-SITE PLANS. I T I I I _;��_ I I I I � I I I I I I j I 1� � I I I I _ap�� Underground Service Alert PALOMAR ROAD GRAPHIC SCALE 40 0 20 40 80 160 , = DIG ALERT /1\ �� , I I I %jj 1-800 ( IN FEET ) 227-2600 I TWO WORKING DAYS BEFORE YOU DIG I - PREPYED BY: SEAL-ENGINEER SEAL-COUNTY COLTNW OF RIVERSEDE REVISIONS EASTERN MUNICIPAL WATER DISTRICT EASTERN MUNICIPAL WATER DISTRICT I-D.1,3 & A-U- Eft,r, ALBERT A. WEBB ASSOCIATES ,11 I SCALE DATE RIVERSIDE COUNTY CALIFORNIA S.A. 41/33 1. I s . I 11 / A CWM ENGWEERS �_'_, � )�t,.� I Q*1" TRANSPORTATION DEPARTMENT NO. DATE INITIAL REVISIONS APP"VD I ,&-.'l __ __ " � __ ---_In ......� _y" I/Z_7 W-0- 99-400 oe a_ _,r__-.,_ 1- ",_ x--- �\- U)-,�, RIVERSIDE, CA. 92506 I - ��) .Ay APPROVED BY: 9-10-99 R.P. PER COUNTY COMMENTS CIVIL ENGINEER OF SUBDIVISIONS DRAWN MFF TRACT NO. 26163 - 1 C.O. I . ,\ 7 �/_/__� �,;. BRUCE A. DAVIS IWY? ". 1, INITIAL DATE CHECKED B.A.D. REGISTERED CIVIL ENGINEER .". /IR s PH. (909) 686-1070 �.z 7- m OFF-SITE WATER UVIPROVEMENT PLANS COORD. 23D-45 I ill�. rm I � No, 33950 m - PROJECT ENG. -7-5, :7,12,I&O SUBMITTED C47200 NM C47200 I 144-IL-4j� 101 -7- 7499 INSPECTIO , SHT. 6 OF 1 0 1 R.C.E. N 0. - . M-31 SCALE: AS SHOWN BENCHMARK: \1 't-��',. 6--:!.)-0 2 * � - � ' APPROVALS N - PALOMAR ROAD D- ? 1 _336 1, lo,\ -:�!' - c- If CwV6 � RIVERSIDE CO. NO. 600-20-68. A BRASS DISC I ,. �,_,�I V\\- V,_,�,�,, 1,;; C T�I Ys Wl� DATE -LC, L r-7 / WTR. OPER. - FILE I IN A CONCRETE POST, 0.2 MILES SOUTH FROM ,e 3 SWR. OPER. - STA. 20+00.00 TO STA. 25+94.63 EXP. 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R/W PER 0 1 1 I r,C) / IN (SEE ON-SITE PLANS) �_ I I I _j \ P.M. 130/96 24" CML&C STEEL WATER MAIN Uj I < � 1 .4- a- .11 0 1 V), I I I (0 . \ m I CL - 150, 13' S OF QL =) -, .r�l I I � I 1 8" WATER SEE TR 26163-1 - I- V) I I 0 CO \ " CO,* (I I I 6 �*, I I I 00 -;d I � I � 0) z i I cc) 11 I / 1 20' 11 CL /�2,I'll ..1 I � o6 'z M w \ D r,' ,, 0 STA 15+78.98 TUPELO RD A I + L I L6 �n- \ - 0 / -' - 30"., _j> 00. - - / L0 I-0 1 8- OUTLET (N & S) I Z)V) i I I + - \ / n LO It 00 IN � r ,,�n 11 6� . 0 W_ I I - 04- �_, 8- RSGV (N & S) � I _f - � �<_ r I I 1 � (L F- __I-r_�STUB & CAP AT P/L . j I I V) 00 CK) I I , 00 FOR FUTURE 8" WATER. . i (�) I I I V) � M [ � I r I I I , GRAPHIC SCALE Underground Service Alert 40 0 20 40 80 160 11101 ii1l , I 111111111111111111111111-- __ I = DIG ALERT Z�s I 6e,6po-ii111111 � all: TOLL FREE ( IN FEET ) %%% 1-800 1 1 inch = 40 ft. 227-2600 TWO WORKING DAYS BEFORE YOU DIG - PREPA ED BY: SEAL-ENGINEER SEAL-COUINTY COLTNW OF RJVERSEDE REVISIONS EASTERN MUNICIPAL WATER DISTRICT EASTLEERN MUNICIPAL WATER DISTRICT I.D.13 & A-U-1 - I I -,:,- Luz ALBERT A. WEBB ASSOCIATES I I - , p SCALE DATE RIVERSIDE COUNTY CALIFORNIA S.A. 41/33 - jf�_ � , " . . 16,04111 . r A CIM ENGMERS � I 11 ", I 11��' TRANSPORTATION DEPARTMENT NO.- DATE INITIAL REVISIONS APP"VD .Vt�p_h� 3, �3a-.� 7/7_�2fi - W.O. 99-400 _7 A--.% I, . / i- A 419�1 3788 McCRAY ST. RIVERSIDE, CA. 92506 � . , I?"; -, APPROVED BY: 71� 9-10-99 R.P. PER COUNTY COMMENTS CIVIL ENGINEER OF SUBDIVISIONS DRAWN MFF I TRACT NO. 26163- 1 C.O. BRUCE A. DAVIS 7126(77 co I :1 . Y'�;r INITIAL DATE CHECKED B.A.D. REGISTERED CIVIL ENGINEER PH. (909) 686-1070 � � ,�A� �m I COORD. 23D-45 j.In - I , , )3,.",-',,") Z PROJECT ENG. -7-,5 7/29/9T SUBMITTED I OFF-SITE WATER IMPROVEMENT PLANS D I I I . . SHT. 7 OF 1 0 C47200 NM C472M , 1� ,_�" D 2)- - - / d-1-1- I / I 9 INSPECTION R.C.E. N 0. - 0 12-31 SCALE: AS SHOWN BENCHMARK: �"- I 11 I ,1, ,/ - - D- 2 1 53 .�I" _,�_1),____,1 . ��- ,2/" C - C/ APPROVALS TR. OP I - _ 7 cr06. v RIVERSIDE CO. NO. 600-20-68, A BRASS DISC I I �, _40 _y41jrL,j1ZV DATE Z.,�� -,L7 9 - W I TUPELO ROAD IN A CONCRETE POST, 0.2 MILES SOUTH MOM i.-I" 11 -Al-I FILE EXP. DATE EXP. 12-31-99 Ir THE MURRIErA POST OFFICE ON WASHINGTON AVE. " _1 . _ _ SWR. OPER. I lu;) t - � , I - , A -1 - - _____� ____ -__ - __- i- , - - , I - I - I -(m__ -U V ..........�__ ....- - -7, , -_-- ��.�� ,. I t inn , .. �__ - 7-, 1 __ wa __ - F __- , __-L � - , - _�----I �� - �1' �___�_ _ - - - I f -k- I �, I�,�_ , I � ,4::� - � __ - f :, I t I - CAD PLAN:99.0084 ELEV. = 1517.54 DATE: 1970 RECOMMENDED DATE . STA. 10+00 TO STA. 19+00 CADD - � I I I i i I I ___ - FILE I . Eilqname: 99-0084ADWL7 Date: JULY 19, 1999 917-- HH . i I I , I , I � � I - - 1 -,____ - T �I � - -- I I i ; i i � ; . . __ -- __11 I I I I 1, I � T_____ I -____ ____1__ __. � I ; I I ; . ; ; � I ; I I I I . � ; i I . I I I I � I � I I � I I 1 3 i I I I . 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WEBB ASSOCIATES ,�'oFE !",., I SCALE I RIVERSIDE COUNTY CALIFORNIA S.A. 41/33 - - 1:1,1 ,,, I DESIGNED MFF "" , V A. -1 7 TRANSPORTATION DEPARTMENT NO. DATE INITIAL REVISIONS APP"VD O., J. Ga-� -712-11?f ��w � , j ----C_--- CPM ENGINEERS I';,- G.I"'\�:", W.O. 99-400 I I 1 . , " -' ,C,t A .- ".,."�'ir I APPROVED BY: A, 9-10-99 R.P PER COUNTY COMMENTS CIVIL ENGINEER OF SUBDIVI'SIONS DRAWN IVIFF TRACT NO. 26163- 1 C.O. RIVERSIDE, CA. 92506 V_ ,,� ,. -, BRUCE A. DAVI 2AV71 -::,- -Z ,".,,-Z � s 7t '. � REGISTERED CIVIL ENGINEER -$ C-1 _< 1Z I rl; INITIAL DATE CHECKED B.A.D. PH. (909) 686-1070 1 U_ I - �,-i COORD. 23D-45 I "m C47=11 �i aii, N r,. '�,7�9 5 1�-1 .il 70 e 0 . PROJECT ENG. -7""3 -7/21/" SUBMITTED . OFF-SITE WATER IMPROVEMENT PLANS SHT. 8 OF 1 0 , - R.C.E. IN 0. C47200 "I,, 17P�. fj ��,;_,,: / * rl��me�_ /-z-T/ ,� 9 4 12-31 SCALE: AS SHOWN BENCHMARK: ill'\ C I - - ' INSPECTION - D- 2 1 -2 ?_1 01's�l�CIVT6 RIVERSIDE CO. NO. 600-20-68, A BRASS DISC /;-_,�_! I s \,___-_-70/ III-J- 'JZ1ff/-/*V DATE Z-6 �;C-7- 77 . . WTR. OPER. TUPELO ROAD .,),P> '. � _a ,)F ,-h, . IN A CONCRErE POST, 0.2 MILES SOUTH FROM , \�\ 4 FILE EXP. DATE EXP. 12-31-99 1W #-AA AD PLAN:99.0084 THE MURRIErA POST OMCE ON WASHINGTON AVE. I I SWR. OPER. - I STA. 19+00 TO STA. 23+20 CADD _�_ i -��,- --- �. I 0->1- 5 _� _j: I I I -4-77- -!*�!-, .� , _ , __ _L -1, VV_ t I- , I . . E ELEV. = 1517.54 DATE: 1970 . - . RECOMMENDED DATE I - I I - 1 i . Filename: 99-UUtS4ADWLtS FILE Date: JULY 19, 1999 9/ 7ev H H - ) 1 00 ------------ 140. 4 7-- fj ...... L" W 74- �J- -D---4, N -NFULZ WEL I ;TR11 L T J� ----------- --------- PR Op_,' FINISJ� C�� . ........ A- -OF STF tET 24C FU ILL WELD WsWH LtMIT EX4ST. GRADE T C_ OF STREET ----------- ---------- T__ -2616- 0; x...... 00 ------------ (X tn 0 ----------- CML&C.._STEEL,._?1F ------------ <x 0 WATER.MA1N_ _C_L _1__50 ------------ ---------- ----------- b ------------- 0 651 -lit —777— —_M7 _n ---E)UST. ?jAiDE--AT� OF PER TR 26163-1 26163 C ------ C14 PRGP� FINI-SH EWER SEE TR 2616 OD + _PL-A 4a -4- 0 La tn t)r < -------- - -----------I ------------ ----------------------- EEL J 4-247 ST Eq 777� _W A 'T -------------- —------- S ---------- -------- ------ --------> it..........r- --- -------- ---------- ----------- -A 7 _ JL --- ------ ----- 00 ----------- --------------- ....... -------- ----------- PROFILE HORIZ: SIT 1 40' ON-, -E PLANSf VERT: 1 4 ---------- j- -0 A1 % HA' LJA L �1 ---------- ------------ -------------- 4- 1- -------------- ------------- ...... --------- ----------------------------- ----------- Inv JL -r 00 3 +' UU D + UU O + UU 7 + oo 8 + 0U U + UU 10 + 00 16 X6 90' REDUCING ELBOW STA. 22+76.08 GARBANI RD. 16- RSGV(FXF) 0 BLOW—OFF (B-561 STA. 23+06.08 GARBANI RD V) (D—INSTALL 24" CML&C STEEL PIPE, CL-150. 15' DRAINAGE/SLOPE EASEMENT 0) V) STA. 0+87.00 HALEBLIAN RD V) r� 0 24"' FLG'D TEE RECORDED FEB. 25, 1999 AS 0 a- (�>_INSTALL 24" BUTTERFLY VALVE PER EMWD STD. DWG. NO. B-577, INSTR. 74880 7 Lj 24- FXF BFV(N), 18- FXF BFV (E) 0 > 00 + 0 of (�)_INSTALL 12" RSGV VALVE PER EMWD STD. DWG. NO. B-255. 18- BLIND FLANGE(E) 16 RSGV(FXF)(W) U-) Off I < 24 CML&C STEEL WATER MAIN < 3'. Z) 8" WATER 00 CL - 150, 13' W OF G)_INSTALL 24" FXFXF TEE _j 2 m '41 0 (D—INSTALL 2" AIR VALVE PER EMWD STD. DWG. NO. B-367, TYPE "A". 0 INSTALL PERMANENT BLOW-OFF OFF ASSEMBLIES PER EMWD FIRE Z24' TEE Ln + HYDRANT STD. DWG. NO. B-351. 0 L < 2 F 6 LE LLJ 0- 9 . Li T__ 13 LLJ U-j CN Z 04 LO Lj EXIST. LLJ 14-00 00 C" 1 20/72 Q (n F_ x I 1 8" SEWER SEE TR 26163-1 +�00�HALE�BLIAN�ROA�D = L PO -3 ON-SITE PLANS LO + (n 0 23+19.08 GARBANI ROAD TENT. TRACT NO . 28207 10 04 U") P E R 'DO G jqqj,43 N? 200 GRAPHIC SCALE N C; C14 a- co a_�_ 40 0 20 40 80 160 0 + 00 Underground SerAce Alert n 0 + U) I-- m 00 1-m 00 1-M DIG ALERT (311: TOLL FREE GARBANIROAD IN FEET 1-800 1 inch = 40 ft. 227-2600 HALEBLIAN ROAD TWO WORKING DAYS BEFORE YOU DIG PREPARED BY: SEAL-ENGINEER SEAL-COUNTY COUNTY OF RIVERSIDE REVISIONS EASTERN MUNICIPAL WATER DISTRICT EASTERN MUNICIPAL WATER DISTRICT I.D13 & A-U-1 S.A ALBERT A. WEBB ASSOCIATES SCALE DATE RIVERSIDE COUNTY CALIFORNIA 41/33 or: TRANSPORTATION DEPARTMENT NO. DATE INITIAL REVISIONS APP"VD f.7 D -400 CPAI ENGINEERS 11, .._� r (!I,,, , V�� 60,10 DRAWN MFF W.O. 99 CIVIL ENGINEER OF SU TRACT N 0. 26163- 1 C.O. BRUCE A. DAVIS RNERSIDE, CA. 92506 APPROVED BY: 9-10-99 R P PER COUNTY COMMENTS BDIVI INITIAL DATE CHECKED REGISTERED CIVIL ENGINEER B.A.D. PH. (909) 686-1070 COORD. 23D-45 OFF-SITE WATER IMPROVEMENT PLANS PROJECT ENG. SUBMITTED HIM C472M SHT� 9 OF 10 C47200 X F 6 0 0 R.C.E. NO. le-31 BENCHMARK: D- SCALE: AS SHOWN INSPECTION HALEBLIAN ROAD Cl I CIV - r7 CNV6 RIVERSIDE CO. NO. 600-20-68, A BRASS DISC DATE L X Iff W`TR. OPER IN A CONCRErE POST, 0.2 MILES SOIJTH FROM OF CAC'�O' F1 LE EXP. DATE EXP. 12-31-99 CAD PLAN:99.0084 THE MURRIETA POST OFFICE ON WASHINGTON AVF- SWR. OPER. STA. 6+00 TO STA. 10+00 CADD ELEV. = 1517.54 DATE: 1970 , RECOMMENDED DATE F1 LE Rename: 99-0084ADWL9 nn+p- ny iq 1QQQ H 4 ------------ 4 .. ............. ------- J .......... -2 �J, i-7- 7 ------------ ------------ -- ------ 7-77'-, T__i: qr_- _7 -------- j -7 Jw_ 7 c f p t r;_� A j INJ JL X_X f A ------------ --------- t ----------- + __4- ----- ------- ---------- ---------- ------- . ....... ----------- vq 0 STRIEE OltT. �-GRAIDC A" T 7 -2,61-6 2 & 7_77 _21 _A W r fA W JL J ___F"%4 jQRADE AT 9- OF STREU ........... 7 24 STIEE ------------- 0 _wA TE R' MAIN., CL-1 50 b 777 0- 7 q ----------- - ---------- 0 ........... A' H j A F-_ w ---------- ja --------....... r016 -------------- -1--—.1------- 7 OILO s Z _w� 7 LU Na .. ....... ------- ------- ------------ -7- ----------------- N :t 7 _j ..... . ------ L C.-G.-,_97 Pvc, G 1-9 C ------ L-150 7;_ 7, HALESLIAN : ROA' Dl T-_ if A_ PROFILF ---------- 40" HORIZ- 1 -A VERT: 1 4 w t t 10 + 00 11 + 00 12 + 00 13 + 00 14+ 00 TUrP EL 0 R 0%A D i8" Pvc, C-190 CL-1 50 15' DRAINAGE/SLOPE EASEMENT 24 CML&C STEEL WATER MAI' 6' E' OF Z PER D-�� N I RECORDED FEB. 25, 1999 AS P) 150, 13' W OF C INSTR 74880 f L FXJST,, K/W I EH INSTALL 24" CML&C STEEI PIPE, CL-150. p__ P4.M. 120/�.l CD--INSTALL 2" AIR VALVE PER EMIWD STD. NO. 367. TYPE "A". < it cr) t ................... ------ ............. ------ .................................... AeN Ljj nr_ :5 LLLJJ N (51 00'29w 5 "7 m V) 4 14 LJ -J LANJI <LLJ S_EE SH SEWER SEE TR NO. 26163--i ON - SITE PLANS L-30' �_NAWD Lj�S`EM�NT STA. it 405.1_7 HALEBUAN RD= �GG- NO. STA. 23+08.98 TJPELO RD RgGOKDQZ� jo-ct--,,q(�q 90" BEND , 2- AIR VALVE 0-14" FXF BFV(W) (SEE SHEET 8) HALEBLIAN ROAD 777, 1" A r;T_J I.Li'C" SCAILILi' 1 -4 A el A 1 1q0 0 20 40 so 160 U,I I u e F o f Quln U e r vi C )1%1 erl t t f7-P h- 40 ft. X 2 6 0 - vry -if, 1`WO WORKING DAr, BEFORE iM DIG .............. .... ................. A 1 i K iD A VA t�Z:) 7�7C) SEA! -"CUIN7�* OF RI'VERSIDE I- N I EASTERN MUNICIPAL WATER DISTRICT 1,A)U114 1 1 C_A�Z7�:-PK� 1-ii vw 1 , A Tr 4'f/33 COUNTY E:R I D- '_ - i i /' 1,j 1 L�')W�,1 i A ............ RIF iTl A i i Ij F ...........----- ........................... n �4 in, JL 1 P,F"Ji s i_j G i 4'E RANSPORTIATION DEPARTMENT C-1VIL ENGINrEE` _1________1___+__71\....... ik LBERT A. WEBB ".%,`3SOCIATES' /I \ �9_10_9 R.R PER COUNTY COMMENT$ A F-i 1;k i ..... r �A, rRUiCE A, !-',A"' x 3788 Y vi- ST 9 250 6 it, Lf I i0i I REGv1c_-4=U_RE7kD C!".41L ENC!NEER �qo%'4) 61861-1; t �H OFF S ITE, WATERv IMPROVEMENT PLANS No A i TTD2 ....................... -71 T, np i F, v W, C47eW p ZI(I t�_SF;u KhC C"4 D3`01 ------ n zf ? E3 N'_'��fK,1,L S�_ g AD P F 0`1?/AL' S iF ..................... ------ As SHOWN L k�,i-F- F C22 RIVERSIDE C C. G L ----------------------------- 141-144JERLIAN ROAD \EXP. 12-31-gy 340 , DO-20-S& A BRAS'- DISC 1N A GONCREIt PUSi- 0.2 MILES S(-,(J'H t-XUM [7YP A TP_ E X P_ 7 i? _4 Q C7 A _D P AN:-99.0(_.)84 T"4E (;A L ........... ;T ......N,........... -------------------- 9/7ur H H CONSTRUCTION NOTES TRACT NO. 26163 1. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKINGS PER NEWPORT RD. CALTRANS TRAFFIC MANUAL, STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION. 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS I I 2.07. SITE SHALL BE INSTALLED ON 4"X4" WOOD POSTS WITH ANCHOR BLOCKS UNLESS NOTED CRAIG AVE. ON THE PLAN. 72 � 3. ALL STRIPES, SIGNS AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS �� Q �� SHEET 2 FOR PAVEMENT MARKINGS SHALL MATCH COUNTY FEDERAL METRIC STANDARD STENCILS — 1 0. 0 < Q RD. EXACTLY. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS W � DETAILS. � OJ BEE T 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY SAND- o o n BLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE o 2 0 W57L 2 / _ _ 2 REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL BE THE RESPONSIBILTY OF 1 + o GARBANI RD. THE DEVELOPER OR APPLICANT. `V (.0 00 W57R 2 I N O O 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) SHALL BE o APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED IN THERMOPLASTIC W I z Q FORMAT UNLESS APPROVED OTHERWISE. TUPELO 2 00 Q -� 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD AS W3 RT. & W Lij m DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE. W6 (15) I I = 7. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES. INSTALLATION OF SIGNING AND 6 ' _ I o GRAPHIC SCALE SCOTT RD. STRIPING SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN WITH ALL INCURRED COSTS BORNE BY THE DEVELOPER OR APPLICANT. THE COUNTY RESERVES THE RIGHT 0 �/ I 0 40 0 20 40 80 120 In TO REQUIRE ALL WORK TO BE DONE BY THE CONTRACTOR. 3 D. 3 .�' N 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR TENTATIVE E I ( VICINITY MAP IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING PLAN. " "RA�+'I"' NO. 2$20� 20.00' 12' IN FEET INSTALLATION SHALL BE COMPLETE WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. C 1 inch =40ft. RAISED PAVEMENT MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH "EXPRESSWAY" I I SECTION 1, T.68., R.3W. OR "ARTERIAL" CLASSIFICATIONS ONLY. NO SCALE I I 2 W3 LT W6 (15) R2-25 af Z 0 0 CONSTRUCTION NOTES 0 AND QUANTITY ESTIMATE m 1�APPLY THERMOPLASTIC "STOP" LEGEND & LIMIT LINE PER CALTRANS STD. PLAN NO. A24D. 4 EA' 2� INSTALL STD. SIZE SIGN AS INDICATED PER CALTRANS TRAFFIC MANUAL, CHAPTER4. 11 EA. 3�— PAINT 4" DOUBLE YELLOW STRIPE PER CALTRANS STD. PLANS, PLAN NO. A20A, DETAIL 21. 400 L.F. 4 INSTALL TYPE "F" WHITE REFLECTOR AT 25' SPACING AS INDICATED ON THE PLAN. 14 EA. a— SANDBLAST EXISTING STRIPING. 490 L.F. 0 6 REMOVE EXISTING TYPE "F" REFLECTOR. 2 EA. 7� PAINT 4" SINGLE WHITE STRIPE PER CALTRANS STD. PLANS, PLAN NO. A20B, DETAIL 24. 1320 LF. Cn �_ a— REPAINT 4" DASHED SINGLE YELLOW STRIPE PER CALTRANS STD. PLANS, PLAN NO. A20A, DETAIL 1. 1200 LF. Z I � (0 I Q V N TENTATIVE J o Q 1 TRACT NO. 29074 w � � TENTATIVE J 6 , 1 ACT NO. 28207 Q 0 R/ N 4 3 .00' 3 .00 J 4 4 TL, 4 4 O 0.00' 12' r-J 0) JJ d c� 00 2 N U U w N 1I a O OLi- O 1 � I Q J 00 0' w o 0 06:1 O � oo � R1 6 - w or oi- o � o ~ o � oa I � z rn O —1 O JLID00 00 J � - OJ NO N � NO + 0 I Nm I W � - N � C'4 N � \ + O + o + N NZ �pa- » Z + � + M p+p �(j � � 0 � NN NN N W 00 < EX. 4 DASHED SINGLE + w "� o YELLOW STRIPE `n m o 45 1 TAPER ;,� 5 5. TAPER N w EX. 4" DASHED �n YELLOW STRIPE _ I �15 16 - 17 18 �9 7 20 6 � 21 N 22 100 23 100' 24 � 25 EX. EDGE OF PVM'T. 0 ___- ._��.__ - -_ � 0 N z - - - EXISTING 4 DASHED 8 3 \ \ II a � 3 a_ EX. EDGE OF PVM'T. q EXISTING ROAD SINGLE YELLOW STRIPE C/) a_ \ � Y 0 � w CD zLd c~n _j 0Q Q , 0 CD � � X � 0 0 EXISTING DIRT W \t Q °w° +�/~_.�x x X � -- x x x bi j ROAD o Q w E W w w w X = 1 w r X W CD 0 0 w J P O I m W J Z E O Z m m Li � v» z � rn O � CO MF: O O O OQ i Q U) w o Q N + 0 1 m U�1Ck1'Q"ww awviCe Alert O J 00 ch � Q 0 o ° o . o 4 o Q o Y DIG ALERT 00 = N 0 J Z 00 (n rr n (J) (n + w Q o < N 0 w + o o Cell TOLL FREE 00 1-800 �.- 0 C.� C.� N W N m N W W N W m m 227-2600 TWO WORKING DAYS BEFORE YOU DIG SEAL-COUNTY SEAL-ENGIN SHEET N0. NOTE: QRpFESS,ON W QRpFESS/0�� ALLARD ENGINEERING BE�RIVERSIDE "COUNTY N0. TRACT 26163-1 WORK CONTAINED WITHIN THESE PLANS �p �� A. a�q� TRANSPORTATION DEPARTMENT ��ID J. q<< <� CIVII Engineering — Land Plannin Boo RSIDE COUNTY OF RNERSIDE 1 SHALL NOT COMMENCE UNTIL AN ��' P� �Q�p �: � � y y g g g ENCROACHMENT PERMIT AND/OR A Z y c� Q ?� A BRASS DISC IN A CONCRETE SCHEDULE "A" Z _ o _ 6101 Cherry Avenue POST, 0.2 MI. SOUTH ON STREET IMPROVEMENT PLANS GRADING PERMIT HAS BEEN ISSUED. No. 33950 m /' /�/ No. 36052 m Fontana, California 92336 WASHINGTON AVE. FROM MURRIETA r::A 0(_ Exp. (909) 899-501 1 Fax (909) 899-5014 POST OFFICE. SMING AND STRIPING PLAN of 2 SHEETS The private engineer signing these plans is responsible for assuring the accuracy Exp. DATE and acceptability of the design hereon. In the event of discrepancies arising after Q J'> �Q ELEV: 1517.54 1970 county approval or during constriction, the private engineer shall be responsible CIVIL �\ CIKI Sff�/9/V 15 OC-`r 7 � 9T CIVIC �� Prepared By: R.C.E. NO. 36052 FOR: PROJ. NO. COUNTY 9/ 7 N H for determining an acceptable solution and revising the plans for approval by MARK BY DATE APPR. DATE ��. y �` FO SCALE: SHOWN SHOWN t''° COUP'' REVOOMENGINEER COUNTY OF CA��F RECOMMENDED DATE OF CALF _.yz9d4,__ DATE: li - I. 41 H: ON PLANS V: ON PLANS K. HOVNANIAN 11802 FILE N0. .r Filename: L:\DWG\11802\STREETS\STREET\STRIPING2.DWG Date: OCT.1, 1999 57 I 1 10 i I 60.100' R W Q I Q 1 60.00' 30. 0' 30. ' _ R W W o 301 0' 30. ' N O I I 12 20.00 1 i W o� 56 OD O i l > I 11 112' 20.00 9 1 �- N ap w00 F_ z I 1 2 R1 1 ) >_ Q 1I TUPELO ROAD z I— 2 R 1 w � Q ICI I i5 ® o I - z � J o � H J I on 0 �-- V C 0 0 1 0 0 o 11� rn 1 Co o F_ I 1 � o N O 0 19+08.13 PALOMAR RD.= ro 14+17.40 PALOMAR RD.= I 1+00.00 MEADOW VIEW DR. i 1+00.00 TUPELO RD. \ MEADOW VIEW DRI1 — I fi I 1 I _ 13+50.00 2 TENTATIVE 15� TRACT No. 63-1 I R2-25 TRACT NO. 29074 N i I I °° GRAPHIC SCALE 40 0 20 40 80 120 0 ( IN FEET ) 1 a _ 1 inch =40ft. F--: I 'D o Z I W N Cn O F- TENTATIVE Q I 0 < I TENTATIVE NO. 2 206 1 11 60100' I J TRACT NO. 2907 Q R/W I 0 J 41C CN--mcb, 0 � rn 4 4 4 TL� 4 4 4 12' 20.00 1 0) w J J J JJJJ ' O Q C3 U U U U U U 2 50 ry 0 00 0 0 0 0 1 oW + � Q w c? m w F— ~ ~ OJ OJ OJT + � m Z O —i O J O O O Q ib C5 L L6 ro iC) I_ Ln rn � r1r, C5 (D ~ + w N Nr) NO NI- N � NN NM Inn0 EX. 4" DASHED N m C° YELLOW STRIPE + + ram + � + o + oo co ) N + oz r) � � � � O � � � 0 N � N N N W O 2 0 R 1 5. 1 TAPER -_ 60 1 TAPER `o I� ' �- —1 - �— N 2 — — 3 4 5 _ 6 7 N 8 9 100' — 0 100' 1 1 — 12 cv — 13 EX. EDGE OF PVM'T. - + -_- --- -- -- - _- _ ___ _ _____ �� 8 EXISTING 4" DASHED 7 3 a_ 5 a 3 0 z GARBANI ROAD SINGLE YELLOW STRIPE F w E z w EX. EDGE OF PVM'T. z i- �' w EX. 4" DASHED Fh 1- 0 0 � oCf) YELLOW STRIPE � H (n J 0 z � Ld J II J ~ w � w X w W X } w m Q Q m IJj w �`' Uncill "grou 1d SaNice Alert w � W ZWU m g : wCD w w � m F o Q o 0 w m � o Y DIG ALERT W � J W O� � CD Q D � z z =0 Q 0 O o Q 08t TOLL REE Q m O J 0 0 1 m 1 n 1 Q o o ro 0 0 0 0 � o o its 1-800 6 n cQn + z o+ + + w o cn � 227-2600 N w Q CC) 0 0 w m + 0 o TWO WORKING DAYS BEFORE YOU DIG mo + zww zz CC) wmm ww SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGIN BENCHMARK: SHEET N0. NOTE: RoFESS,o TRANSPORTATION I? 0FESS/O ALLARD ENGINEERING TRACT 26163-1 WORK CONTAINED WITHIN THESE PLANS O Q A. �� 1 RANSPORTATION DEPARTMENT O p J. �� RIVERSIDE COUNTY N0. SHALL NOT COMMENCE UNTIL AN �� ,F-O OTy F �e�',��oN �<< <" CIVII Engineering — Land Planning soo-2o—s8 COUNTY OF RNERSIDE 2 ENCROACHMENT PERMIT AND/OR A �� ZP y 2� APPF�OVED � �` Q' 9� �� A BRASS DISC IN A CONCRETE SCHEDULE "A" N ,� z _ a _ 6101 Cherry Avenue POST, 0.2 MI. SOUTH ON STREET IMPROVEMENT PLANS No. 36052 ,,, Fontana, California 92336 WASHINGTON AVE. FROM MURRIETA SKIVING AND STRIPING PLAN GRADING PERMIT HAS BEEN ISSUED. - z z No. 33950 m Uj�/ 06 °G Exp. (909) 899-501 1 Fax (909) 899-5014 POST OFFICE. OF 2 SHEETS The private engineer signing these plans is responsible for assuring the accuroq Exp. D TE P EI FV: 1517.54 1970 and acceptability of the design hereon. In the event of discrepancies arisirg after county approval or during construction, the private engineer shall be responsible `�' c I v �- `� - .�� ,Yr/� y ,r 3 r 9 �'�T I v i�- ��` Prepared By: R.C.E. N 0. 3 6052 FOR: PROD. NO. COUNTY for determining an acceptable solution and revising the plans for approval by MARK BY DATE APPR. DATE '9TF �� `� Y �L F OF CFO SCALE: SHOWN SHOWN K. HOVNANIAN FILE NO. t''° county. REVOOMENGINEER COUNTY of CA�� RECOMMENDED DATE CAS DATE. j& '1 - 12 7 H: ON PLANS V: ON PLANS 11802 Filename: L:\DWG\11802\STREETS\STREET\STRIPING.DWG Date: OCT.1. 1999 0 CV CO h 100 50 0 100 200 ROAD W SITE MENIFEE -, o 0 HALEBLIAN ROAD HALEBLIAN ROAD f $ a 1 0 0 N 0 N N N N N N N 0 {D (� O N 0 N N • j so• O O I PALOMAR ROAD 0 m U I � En aU I MILL CREEK DRIVE $ LLJ Z 0 j 0 eo I 10 ANTELOPE ROAD _eIM O O ® ® ® M � 0 � 0 80 0 0 M N O O W O 1-215 ESCONDIDO FREEWAY 0 � 0 I . I f0 M a) ° M co „FP' STREET $ M n O n 0 0 i J VICINITY MAP � @ � � O No acme 0 ~ � ` l a n �/ W O 80. eo' o ► 0 M �. 0 M 0INS A LLJ MEADOW CT. $ o I w o 0 0 IN o � l o Ello � � I n I A MtoM "G" STREET $ I 0 0 GENERAL NOTES 0 N '�--- a-m" __m W I 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE W W COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND SPECIFICATIONS, COUNTY ORDINANCE NO. 461 AND 0 N Q O O 0 �, p i �h SUBSEQUENT AMENDMENTS. O I 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN 0 IEA� $ DRIVE I MESA's VIEW DRIVE ; O THE COUNTY'S RIGHT—OF—WAY. n X i W i pJ p Cq Wx O O Q 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT O TR C # p I (800) 227-2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. O I THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY FOR ANY AND ALL N v' 0 TRACT NO. 29074 I I DAMAGES TO EXISTING UTILITIES. � ; r 0 i O i 0 Q i N a "A" STREET t $ O i • O a7 N O M 8 O 8 i 8 N O 0 00 3 I- 0 60, s 0 Of p MISSION $ DRIVE W TUPELO COURT t 0 0 a, q 0 0 e 0 0 O 0 o LEGEND TOTAL � O -� O Iw VOLT,STREET LIGHHTPER 8000 00UNTY OF RIVERSIDE 000. I 0 Q1 0D N N N N M 1' � I - 0 O O O $ to i o _ INSTALL 120 VOLT, 135 WATT L.P.S.V. 22500 LUMEN 4A E' STREET N STREET LIGHT PER COUNTY OF RIVERSIDE STD. 1001. 0 0 I 60• ' 0 M M M M M M OM O O O O O O 0 p I O@ 00p I I 7 C O PALOMAR ROAD ____-- ___.--- __ . PALOMAR ROAD Underground Service Alert aR 0 Y DIG ALERT Cat TOLL FREE 1-800 227-26M TWO WORKING DAYS BEFORE YOU DIG SEAL—COUNTY COUNTY OF RNERSIDE SEAL—ENGINEER BENCHMARK RIVERSIDE CO. SHEET NO. of ESS/ ALLARD ENGINEERING _ _ TRACT 2�163 and 29074 N O WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT �o eo p J. q Nq� _ N�A6CONCRET E,POSTTR 0.2 MIASS . COUNTY COUNTY OF RIVERSIDE 1 � � << � Civil Engineering Land Planning SHALL NOT COMMENCE UNTIL AN APPROVED BY: <v �, 2 SOUTH FROM THE MURRIETA ENCROACHMENT PERMIT AND/OR A �Q 9�a �' 6101 Cherry Avenue POST OFFICE ON WASHINGTON AVE. GRADING PERMIT HAS BEEN ISSUED. — Z STREET LIGHTING PLAN Uj � No. 36052 �, Fontana, California 92336 ELEVATION: 1517.54 1970 � Ex 2flav (909) 899-501 1 Fax (909) 899-5014 1 The private engineer signing these plena is responsible for assuring the accuracy MIKE M. GH HRAMANI R.C.E. No. 45720 DATE P 0 SHEETS and acceptability of the design hereon. In the event of discrepancies arising after Associate Civil Engineer, k5 . �P for determine Ian acceptable construction, and private then engineer for approval by MARK BY DATE p��p A'c APPR. DATE '�� G �� q CIVIL Prepared B R.C.E. N0. 36052 FOR: W.O. COUNTY �7aw the county. g p g p y REVISIONS 1� �� C '� TF OF �FO� c ! SCALE: 1 =100 FILE NO. ENGINEER COUNTY RECOMMENDED DATE CAI- I �-/ 1� DATE: I� -13 � f K.HOVNANIAN COMPANIES 11802 Filename: L:\DWG\11802\STREETS\BACKBONE\ST—SH1.DWG Date: OCT. 26, 1998 GENERAL NOTES 2' MIN. 1 ' 15 OF RIVERSIDE EX/STING CONSTRUC110N NOTES ESTIMATE OF QUAN1T11ES COUNTY 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY PAVEMENT 14 NEW TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN PAVEMENT STREET IMPROVEMENTS ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY NEWPORT ROAD COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF ----- lO-- INSTALL STREET NAME SIGN PER RCTD STD. NO. 816 10 EA. CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS CRAIG AVE. SATE CONSTRUCT CURB AND GUTTER TYPE A-6 PER RCTD STD. NO 200 8490 L.F. MAY BE REQUIRED. } o o , < Q STREET IMPROVEMENT12 0. 10 M/N. 16 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK w TUPELO RD. OVERLAY 4�CONSTRUCT BARRICADE PER RCTD STD. N0. 810 190 L.F. AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM � Q AND CONSTRUCT PCC CROSS GUTTER PER RCTD STD. NO 209 & 209A 4,235 S.F. COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF ARBANI: ROAD OVERLAY DETAI L CONSTRUCTION. CALL (909) 955-6885 0 o w� Q Q CONSTRUCT 6' PCC SIDEWALK PER RCTD STD. NO 401 50,940 S.F. 3 NO 816ELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD z o a of STORM DRAIN PLANS �-CONSTRUCT 3' WIDE PARKWAY CULVERT PER RCTD STD. 308 2 EA. 0 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION V) Q Z ga--CONSTRUCT 6' WIDE PARKWAY CULVERT PER RCTD STD. 308 2 EA. DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE w SCOTT Q ROAD FOR NO. 461 AND SUBSEQUENT AMENDMENTS. g CONSTRUCT PCC DRIVEWAY APPROACH PER RCTD STD. NO 207 10,400 S.F. N m 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL 1 Q 60 R/W 10 CONSTRUCT ACCESS RAMP PER RCTD STD. NO 403 15 EA. Y STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. - y1Cff4 LW _ TRACT 26163-1 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE NO SCALE 30' 30 11 COLD PLAIN EXISTING A.C. PAVEMENT 3,530 S.F. STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, SECTION 11, T.6S., R.3W., S.B.B.&M. 10 1 20' 20' 10' 12 CONSTRUCT 0.10' (MIN.) A.C. OVERLAY 3,530 S.F. AND STORM DRAINS. 13 CONSTRUCT 0.25' A.C. PAVEMENT OVER (4,190 TON) 231,147 S.F. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED 6' 6' 0.50' AGGREGATE BASE (CLASS II) 4,280 C.Y. ACCORDING TO COUNTY STANDARD NO. 206 AND/OR N0. 207, AS DIRECTED IN THE FIELD. ,cy*D ?� I , � LEl/EL � � PAD 14 CONSTRUCT 0.38 A.C. PAVEMENT OVER (557 TON) 20,239 S.F. CRAIG A VENUE o+ 2� 0.03 LINE 0.03 2: 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND 1 7q 1 1 7�, 2q 0.63' AGGREGATE BASE (CLASS II) 472 C.Y. MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE fQ1 =4.4 PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELLING Q1 0= .9 FS 15 SAWCUT EXISTING A.C. PAVEMENT 1765 L.F. PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT l� BY THE COUNTY. SCALE: 1" = 200' 6O' R/W - LOCAL STREET 16 REMOVE EXISTING A.C. PAVEMENT 1765 S.F. T9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER �j 17 CONSTRUCT LOCAL DEPRESSION PER RCTD STD. N0. 311 6 EA `� R. 2 6 6 3 STD. NO.104 - SEC. A" ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD �� 10 4 CF FS s I N PRELIMtq INARY INDEX A5.5 18 ADJUST MANHOLE FRAME & COVER TO GRADE, (SEWER & STORM DRAIN MH) 29 EA NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING aQ1 0= .3 \ N.T.S. \ 19 120 VOLT, 55 WATT L.P.S.V. 8000 LUMEN STREET LIGHT PER RCTD STD. 1000 30 EA. PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A / 20 INSTALL STREET TREES PER RIVERSIDE COUNTY ORD. N0. 460 AND 499 65 EA. RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL � _3. CF 60 R W CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. Q100= .0 FS RI E O 15' 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499. SHEET 4 E t b 30' 15' STORM DRAM 1) MAGNOLIA GRANDIFLORA 2) QUERCUS ILEX 3) PLANTANUS ACERIFOLIA 10' 20' 12' 3 L.LU' 41 CONSTRUCT 24" DIA. CORRUGATED METAL PIPE W/ FLARED END SECTIONS 78 L.F. 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING q 0c) U_ E 0 D D I E ~' PLAN. cC vN vo N = q 6, 43 CONSTRUCT 36" DIA. CORRUGATED METAL PIPE W/ FLARED END SECTIONS 91 L.F. 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS Q) Co 1I r7"� �-�TR 2616 i Q100=3.6 in N LINE p� 44 CONSTRUCT 42" DIA. CORRUGATED METAL PIPE W/ FLARED END SECTIONS 70 L.F. A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT 110 o ao II 0 • T 81 3 � � PAD ?� " EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE oc� oo r2,%" -0.02 0.24 2' 45 CONSTRUCT 54 DIA. REINFORCED CONCRETE PIPE (CLASS IV) 482 L.F. STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. Q10=11.2 CFS � `jj0 � C9 C° 2q q I " Q100=17.5 CFS __ c,�•qy II �� fY ?.� 46 CONSTRUCT 18 DIA. REINFORCED CONCRETE PIPE (CLASS IV) 319 L.F. 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN STORM DRAIN • \�j �� o : ^ o 0 10=9.5 CFS -�'�+ Q47 CONSTRUCT 24" DIA. REINFORCED CONCRETE PIPE (CLASS IV) 330 #- L.F. PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL LINE C c� p 0 0 14.9 FS OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING PLANS. ALL SHEET 14 ° 'eo° f� N 60' RI - PART WIDTH STREET /Q4s CONSTRUCT 36" DIA. REINFORCED CONCRETE PIPE (1500-D) /Zs L.F. LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING C} TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990. Q10= .5 S • • • QdQ� 50 CONSTRUCT STORM DRAIN MANHOLE N0. 1 PER RCFCD DETAILS 1 EA. Q1oo 3.s cl=s �b � p � PALOMAR RD. (SOUTH OF TUPELO RD.) 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. �8S c 51 CONSTRUCT STORM DRAIN MANHOLE N0. 4 PER RCFCD DETAILS 1 EA. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE • u �J�� and HALEBLIAN RD. 52 CONSTRUCT (2) "L" HEADWALL PER CAL-TRANS STD. D-89 (MODIFIED PER DETAILS ON SHEEP 13) 1 EA. FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. �o h� �Q10-1.8 CFS GJ °rr rrF� U)� • 1 0=2.8 CFS 1 STD. NO.106 - SEC. A" 53 CONSTRUCT HEADWALL PER CAL-TRANS STD. D-89 16. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES •� ° G F O • �v TRAFFIC INDEX 5.0 2 �' MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. 440 h o G c� w • cb . I V Q r7 PRELIMINARY "R" VALUE=50 OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE r,`l' 'S' `P �� + N.T.S. /� 55 CONSTRUCT CATCH BASIN PER RCTD STD. N0. 300 7 % WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION �° Oar `N • O h h PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. D�o 00 0.' Q', Q�O�io�`� \ 56 CONSTRUCT 1/4 TON LIGHT ROCK SLOPE PROTECTION. ) T 2to 16 -i T 2 16 (432 TONS 221 C.Y. ar • 4�° EXISTING 60' R/W � 57 PLACE HEADWALL PER CAL-TRANS STD. D-90, TYPE C, WITH 1'-4" CUTOFF WALL 2 EA. SHEET 3 • • • • • 15' S$ CONSTRUCT 1/2 TON ROCK SLOPE PROTECTION. (151 TONS) 77 C.Y. I 10=4.8 CFS 0100=5.5 30' 15' S9 O � 0 e �vsZle �1&.Wr1PN�'T.rZ�ICTII�EivO 2 �.��2CFL�f�vcOSTOD�fr��vo �1N227 Q100=7.4 CF - T PELOCF F� ROAD 10' 20' 12' 3 STORM ,DRAIN �' /0 SHEET 6 SHEET 8 O GILN�.ST.e!/�'l.�~O/.9 .PE/NFD2GE0 C'Ds(/C',P.ET�PI�E�f�Gi�©J �g G f LINE B � ��' STORM D RAI q NOTIRCATIONS; SHEET 13 GF�OF� 4�°00'' LINE "A" 6 LEI/EL o` SHEET 13 O PAD ?� LINE 1 �� DOTE; STRUCTt1RES NOTE: �°r�r q9' 357-150-016 3V-�JO-017 3V-�OIB W-150-OK� �� r� � 2q 0.03 0•20 2 REQUIREMENT FOR RAMP IMPROVEMENT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 48 HOURS o �° ,-VACANT VACANT VACANT VACANT9.7q I AT NEWPORT ROAD AND I-215 WAIVED. OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED PRIOR TO STARTING CONSTRUCTION OR EXCAVATION. 4 �� cn� �� .� WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPTING F. U-� r THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO J�J oo STOF M DRAIN AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY RIVERSIDE COUNTY TRANSPORTATION DEPT. (909) 955 S� ,,�, �GFG'�`� c°� SHEE LINE T 60' R/W - PART WIDTH STREET BY. DAMAGES RESULTING FROM THE STRUCTURES NOT REPORTED TO THIETENCE OF UNDERS UNDERSIGNED: ND INDICATEDES ONO o THE F, G � G.T.E. 1-800-482-6712 INSTRUTMENT N0. PUBLIC RECORD EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR °�h 'k SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE E.M.W.D. (909) 928-3777 H 4 �° �� co �� ao PALOMAR RD. (NORTH OF TUPELO RD.) DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES U c3 0 �� U STD. N0.104 - SEC. A" DATE: SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 Q m Q TRAFFIC INDEX 5.5 SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF p O �� N ^ PRELIMINARY "R" VALUE=50 THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. UNDERGROUND SERVICE ALERT 1-800-227-2600 0 o�- w go N.T.S. SHEET 2 v ''F ,, N S.C.E. (909) 899-7253 N w �♦ �0 < 0 0 Cy Z v ��O GF�' G' Q \ EXISTING 60' R/W GS' OQo� S^� 45' 15' 19 SHEET INDEX NOTICE TO CONTRACTOR �< o�� G� JF`�� ea4.o° 30' 15' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY �%QQ-Oo o��, GJ� SHEET 7 10' 20' 12' 3 SHEET DERCEFTION FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 3V-15"24 C INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL Q Q� VACANT d 6' LEVEL 2, 3, 4 PALOMAR ROAD & STORM DRAIN LINE "D" & "E" APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT 0 �� F`� �, �. LINE THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ,� &I r Oc,�G°G ,� PAD �. 5, 6 TUPELO ROAD ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION Q ra• (� �+ 29, 0.03' 0 20' 1 7, 8 HALEBLIAN ROAD & STORM DRAIN LINE "F" WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING Q�p��°o� f� I 2 9 MEADOW VIEW DRIVE FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 10 MESA VIEW DRIVE �d Q GARBANI ROAD - 60 R W 11 MISSION DRIVE PART WIDTH STREET MAPLEWOOD DRIVE lkld@��Olr>� S81'VIC@ Alert 12 TUPELO COURT '' DIG ALERT Q10=0.6 CFS (EXISTING STREET) Q10=1.7 CFS TUPELO ROAD /� Q T A " " " " v010. Q100=1.0 CFS Q100=2.6 CFS A S - S V I '_ 1 P 1,_ �A N Z ' LEGEND: STD. NO.104 - SEC. A" --� - -- -- - - l 14 STORM DRAIN; LINE "C" Cad TOLL FREE INDEX MAP TRAFFIC INDEX 5.5 • '/ f�S 15 STORM DRAIN; LINE "G" 1-� • STREET TREE 65 EA. 200 1 00 0 200 600 PRELIMINARY "R" VALUE=50 CGRFEC.i�Gly� NO 0 227-2600 ♦ STREET LIGHT (8,000 LUMINARIES)_ 30 EA. SCALE: 1 "=200' N.T.S. '-IGNATURE: �3�¢ sTo�enq v29frc �1etrE /3 �i�� TWO WORKING DAYS BEFORE YOU DIG SEAL-COON COY OF SEAL-ENGINEER BENCHMARK: RIVERSIDE CO. SHEET NO. NOTE: QROVEASS/ONE QR0FESS/0 ALLARD ENGINEERING NO. 600-20-68, TRACT 26163-1 A BRASS DISC WORK CONTAINED WITHIN THESE PLANS <v0 O 07 TRANSPORTAMN DEPARTMENT �O ONp J. q ( IN A CONCRETE POST, 0.2 MI. SCHEDULE A 1 P�� ti� F2 APPROVED BY: �� ,� 4 F2 Civil Engineering - Land Planning SHALL NOT COMMENCE UNTIL AN <v y SOUTH FROM THE MURRIETA �+ ENCROACHMENT PERMIT AND/OR A 2 o o/ VoioS41T 4pa S /3.4 -d � SD lime �2 a� co rs 'S c- i �� o � 6101 Cherry Avenue POST OFFICE ON WASHINGTON AVE. STREET IMPROVEMENT PERMIT HAS BEEN ISSUED. - 7- GRADING - z i 1WIVOCZ109 TU.QNCLEV.,sh?2 C!/.�B,2ETU%I/ELEd., - 0 No. 33950 m rrio No. 36052 m Fontana, California 92336 ELEVATION: 1517.543 1970 AND E P DAT l rr P 909 899-501 1 Fax 909 899-5014�O,gS'Bl1lLT �UTTEi�,SNTS� 9TD,P�'J Ex Ex . ( ) ( ) STORM DRAIN PLANS OF 15 SHEETS The Private an gfreer signing these plans is responsible for assuring the accuracy O.PI�/NL//I�ESi7 "EB;9,{�%/3 .1X�flT�2,J�.dT/D' B• S'HT.Jam, pp and axeptabilky of the design hereon. In the event of discrepancies arising after / �J/9 5 /Q O v'/6- �J �� j. �P for diet nrovangl n duAng a acceptable lotion'oriel the rs the plans PPror-n byible MARK BY DATE APPR. DATE q� CfV1 i L L_R15ff/P7AV 13 UCT `�`� '9j CIV �' Prepared By: R.C.E. NO. 36052 FOR: W.O. COUNTY 9/7owfl/i the county FEVSK)INSFOF CA1-oc� /_.1 F OF CAS-�F� SCALE: SHOWN SHOWN FILE NO. ENGINEER COUNTY RECOMMENDED DATE - eb DATE: /O V '9 H: ON PLANS V: ON PLANS K.HOVNANIAN 11802 Designed by. JF Drown by. 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