The URL can be used to link to this page

964w_wt (2)rr; s . ` .- ?TR)V MUNICIPAL WA MR AXMICr DwE- g.'k ii► ic° r sysmm IN m, r g ,* SEWER w RdMUNICIPAL c r .eDISTRICT HAS PLAN,PROGRAMMED ADEOUA7E C4PACffY FROM rHF PROPOSED r. EASMRAI MUNICIPAL WA MR A01SMICT s L) CIVII. ENGINEER OF SUjOIKSIOff Uj wj SOUTHERN COUNTIES GAS By: 1 Approved by the Riverside County Fire1-.. By: r -iz Date: DESIGNED BY _ A.P- W j -�,'E I (COUNTY) DRAWN By K _C_ ! CHECKED BY P.R.S- DATE I SCALE HORIZ, IVIA I I VER f N/A f CEFR� � THAT THE DESIGN OF THE WA7f-R AND SEWER SYSTEM ARE ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED 3Y THE RIVERSIDE COUNTY FIRE ;DEPARTYENT. BY ?ATE a� AARON PARC. EXP. 9--30--17 SEAL JAPPROVAL BY RIVERSIDE COUNTY TRANSPORTATION s/ 'DEPARTMENT fS FOR # PIN -HE AREA W1TTHE ROAD tag0 ASS aV,�. RIGHT--O --WAY ONLY. No-68547 m COUNTY OF RIVERSIDE APPROVALS _ MATE _ CIVIL E€�GINEE PREPAPED BY SATE ��..��'-1 AwV4.44 APPROVALS[ ---� I Ir 8547 EM 9-�--30--17 I R.C,E, NO, _.XA .,�•. DATE _...i i WATER / SEWER APPROVED BY: AUNICIPAL PROJECT ENGINEER EXIST E.XIS771 G Rl* A YGH7"—OF—WAY ryR TOPICAL. PR PER7Y LINE CE TERUNE MIN. MINIMUM MAX MAXIMUM M. H. SEWER UIWHOLE S. 0. SEWER CLE�4NOUT LJI,4 DIAMETER L. ice. L 1A 4R FEET SF SOUARF FEET Ei4. EACH NO NUMBER 4/ /V 0 UNLE3',5 N07FO 07HERWI E M. H� A941VHOL E TOR, TC?P CE RIM .]{amp"7L� STANDARD D DWG. DR,4 191i EI. RRE HYDRANT DATE INITIAL.. DATE 8.0. 81. O OFF AS,sEM& Y A V AIR VAt VE ARe AIR RELEA SE C. A F CONTROL DENSITY fX L R. S. G. V. RES7RAINED ATE VALVE CK�'liFs.+ CEe ENT A CRTAR L//VED ADD COAW R. C.P REII+F0RCFD CONCRETE PIPS" C G. CENTER GRAOF C'. C. BEGIN CURVE EC. ELF CURS 0.8. GRAW LWAK INV IVERT LT LEFT f 9 T A f NYC& JO fi T rm (��y �p gq tl z iW �y+�iaa /H S �ii�ED Ir 6C ummo s c lvwnW"RT 1-1 D. 6 S,A. 43 34 W03 13-564 C_0. W SHEET I OF 4 ! PRICSCALE Ti 60 G 60 120 180 tag i t .. .. a � ,.,..,,.., . .. SLIBDIKSION BOUNDARY W E: M W L 8 P, V C, WATER � � A,}�� C9aa, DR-18 p,[ 22 21 ir SHEET LIM17S AND Pfi' - r1m law maz am SHEET NUMBERS 20 E PR E TERMINUS 72 MN aA,, CPEA.` SFACf� 47 i PR 17 PTe' � �• � Q8 46 Pi? G A '/ Afr ' i� M Ii: � 10 t 49 SEWER 3 M.H. 17 75 Pf PR E M H. 5 24 A T * %olr® 5C1 1 1 rr Q Pk i PR j (H. 0.. ,, Pry f SPACEi E:m wa. go P. va WATER EXTRA DEPTW% \ MI! $ LOT IRRIG47ED PER 67f 'R 6,9 84CKBOVE D--°5:2049 SEWERRD ma ' 64 ` P/R 10 *a� as ROCKBRILGE WAY ; METERS 66 65 VI CE 20*2.69 WIE PER OFFSITE BACKBONE D-52049 m 1 Ai 24* 11.99 GAL hS'TaOA DRIVE / 3 2 E M W D, 8 PR a��` N PR PR .SEWER Lj . 2 18 WATER PER afFSI7E' BACKBONE, "! _ _ -- f t i r _ , I _ DWG. NO. 52049 70 PP PROPOSED 8" .SEWER ' ¢ '`r ' PER OFFSITE BACKBONE D'. 52047 t r r r .K ; -` \ --LOT IRRIGATED PER �"EE LiWC Na 52400 180 WATER ` BACKBONE D-- - 52049 E" PER OFF51rF EIACKBONE .. ! >' D#" NO. 52L149 -1` y ._. 1 %r �� l 0` J 1 ?- o _ PROPOSED 8" SEWER � DRI � " ER r rf PER OFFFS17E BACK80 VE IN � 52055 8 SEXY MN� #, G. No' PER OFF BACKBONE f ,r — "� La-s2a4� ; DWM NO. 52049 PR{JPOSWA M &2L EM"BW 2 CA ffj ES ED 18" WATER P1F'ELJNE BY THIS DEVEJOPMENT THAT WA '111 7 MY WOULD CONNECT THE EXIST: 16' 11V PROMONTORY PARKWAY TO RESILIENT SEAT GATE VALVE FLG'D CALI.ST" DIVINE LYO. (,: Vp. PIPE) POp ,1s 1— a ffB A ma Ema TING & I aldw COMBINA77OA( AV AND AR PER E- S9t 8" SE ER PIPE PER TRACT 36546 BACKBONE_ P05. STANDARD FFf (P V C: PIPE) PER B- J52 LffM)V.GEA.S.F.W.N.Vr mayff(6" x ONE 2-1I2 u x ONE 4' OU77-E%) AN EASEMENT FOR PIPELINE'S, AND INCIDENTAL PURPOSES, WATER .SERVICE` WITH METER IN FAWR OF SOUTHERN COUN77E,S CAS COMPANY OF L-XIS77NO OR PROP0599 WATER LINE (BY 07HERS) CALIFORNIA, IN IN.STRUMEAT REC ADZ Y 25, 7958 IN 800K WATER LINE (PVC, C900, DR-18) (LINLE,S.'S` NOTED OTHERWISE) 2307 PAGE 122 OF OFFICIAL RECORDS. AN EASEMENT FOR PIPELINES, AND INCIDENTAL PURPOSES, F x Md RE.S TRA11VT AOAPrOR IN FAVOR OF RANCHO CALIFORNIA WATER DISTRICT IN II�ISTRIJME`NT REC. SEPTEMSER 21, 1993 AS INSTRUMENT RESTRAINED END CAP AlU 93-3 845 OF OFFICIAL IMCORDS: CENTER GRADE C AN EASEMENT FOR GAS PIPELINE, AND INCIDENTAL PURPOSES, LOT ELEVATION (�17-4 IN FAVOR OF SOUTHERN COUNTIES GAS COMPANY OF CALIFORNM, IN INSTRUMENT ROC OC'TO8ER 31, 1949 CaIVTi�'al DENSITY FILL (C.L� F.) IN BOOK 111.9 PACE" 113 OF OFFICIAL RECORDS. PRESSURE REGULATOR f?R PROPOSED FAfAFA(' AOTO IRRIGA71ON METER PROPOSED PRIVATE I. A. LANDS PE MAINTENANCE EASEMENT INSUL47ED JOINT TEST COIVNEC71ON (I7C) r�` GRANTED PER FINAL MAP. PROPOSED PUBLIC STORM DRAIN EASEMENT GRANTED PER � If" FINAL MAP. -�s TWO LANE S'7REET AN INTERSECTION EXISTING OR PROPOSED SEWER LINE (BY OTHERS)- E j SEWER LINE` (,P V C., S.AR. -35) (UNLESS NOTED OTHERWISE •-- 6 " ,� SEER LINE WITS! LATERALS OUANTI7i' UNIT DE.SCiRIP7701V .STD OWWG 8-408 2,.240 L.F. 8 P V C C-900, DR- 18 PIPELINE 6-2866 i 1 B- 110 � L. F ' 8" CA&&C', 0 25 - rHICK PIPELINE � 61 � 681 9 EA. 8" FLG'D RESILIENT GATE 11AL _ ._... 8-255 10 EA 6` STD ARE HYDRANT i 8-362 i ASSEMBL, Y 3 i Fro. _ 1 AIR AND VACUUM RELEASE "B" B-598 , ASSEMBLY TYPE € 1 ,SER14CE CONNECTION E 591 � 67 EA, WITH 1- METER (UNLESS ( B-591A OT YERWISE NC37 D B-.965 13 _ 6A. _ 8" FxMJ RESTRAINT ADAPTER �� B--66J 3 E4 6" FxM�I RESTRNNT ADAPTER 8-863 2 - EA. E 8" STEEL RING FLANGE - B 288 4 E4. 18" FAB. CML&C 45' BENO NIA 67 EA, PRES,S"URE" RE'GIJLATOR � NIA - 2 EA. INSULATED JOINT TEST ,STABO B-66'a M-8-88.3 2 - EA. FLANGE` IN,StILATI4N ifIT �F, f.<IC. IoIJANTITY UNIT DESCRIPTION STD DWG SB 157 2,281 L.F 8" SEWER MNIV S/yyB.,y-1{,�yn 12 EA. 48 PRECAST S`7V DIA. MANHOLE" 53 3 F4. 48PRECAST STD, TERMINUS MANHOLE S8-58 1 48" PRECAST EXTRA DEPTH (12' AND GREATER) MANHOLE S` 51 13 EA. BACKWATER VALVE - - NfA EA� 4 r, � SEWER LATER& � �� p� 1 ��7 67 EA. ONSITE RESIDENTIAL CLEANOUT SB-5i _ - - 56' R/W 10' _ 36' - 10' 5' S` i 18' i I $ MAX b 4 " P C C. Cr 5' 11 f - 4' " CURB AND SIDEWALK J� 6' MIIV MII GU ER PV (7Y t 338' AC. PAVING r� OLER 0 SC7' Ck tI A.B i�rvvF END GAP AND AVAR 3faldliT JT/LIi°- 0 3 RE"MOVE` END CAS' AND �1�i1' CL3NNECi �a E.�I.ST 1. ,5 - � 1. 5 iRENG'N (iYI? � SEWER � � � F? V C WATEP � _j 1 CCINNEGT :O EXIST i 8 P 1✓. C WA7EF' 8 P. V, C. WATER RIVET-SBENCHMARK ' DE �'O&NT3f DES/CNARON \ 0*q0 Oa OLD CREEK COURT >> T-38-81 RESET 2a*77.03 C`ALISTOGA DRIVE NOT rO .SCALE` DE.SCRIPRON. ? 112 " ALUMINUM NOTE- SEF PLANS' FOR EXACT L,OCATION,,S IOGATIu1V MAY wiRY NOT Ta .SCALE WATL-I? . _n SEWE 6" CURB AIVD GU? i IW SOILS R-VALUE: 48 PER- GEOSOILS, INC SOILS REPORT €JATSD.- AUGUST 27, 2013 CEOMICHNICAL ENGINEER 7'a C01Vf7RM OR MODIFY BASED 01V FIELD C6WDITIONS DISK 11V CCIdORETE " ruly DER i REMQIE PLUG AND LAINivr"CT wu Know what's below. 75 STAMPED 'PTV CO STIR. T 38-81 TO EXIs 8 i? V. .SEWER SCALE- 1 �` � 6a' *NOTE: IF SEWED L47FRAL 5' FROM WA7E`R ,SERVICE ENDS IN PER CatINT'a' STL� 1O3 � �� ZONE: �� . RESET JUL v �339'" � DRIVEWAY MC,�t�E' S' €OFF ,f.�RI1tEWAY C1I+I aTIVEfc' SIDE T! z - 1 i APPROVAi. BY RIVERSIDE OOUNTI` TRANSPORTATION; WATER SEWER APPROVED BY; 1.D. � 2625 A _ DESCRIPTION - _ . � � E1 _ _ iSEAL ,c ��F lTY, =SEA � -- - -- --- 0- clr- DEPARTf ]F_fVT IS FOR TI-I ARC W`IT,'-11N T H ROAD I � � �� S.A. 43��4 t1.Q.-4 -- _ c?,i'J LNG NEER OF SUBDI! SIMNS —_ --- --- - - - IDATE r �c{u Ei3 BY .R,S, rf 1 _OtNT, OF' R1 �?�SiC� APPROVALS — DATE_ - 1 WA ' EWER COCRt�. 9E3 �'6 - i PLANNING ENGINEERING SURVEYING;} ;n' iN1T1A� LATE PFEPARED -BY DATE - - -_ _ m --- I AP, ; � � ,. LECEN jSHE� � ,�` � —;-- ] Ruffin Fd©mod, Suite '# � i?. T E _rNo-68547 P1�St0JE,T ENuINEER- - _ 1 - - -- _ _ -_- — _ _mot Dis.3 t _ _ i ` I _ Li SCAL f P OVALS __—__. tj HOR1Z. I - 1�� ! TF ti- �` AARON PARKER �— _ � ` ,�L E- - 651�-5 -Bl 57 Fax - - -- I O� EXP. DATE ..� ! c (1298 -�-.�1y^�'i/g4D�fyy.�D,Si�ry["3 //�yyy /�pC7 !�? C. P. rr`x � 1 D l-&C WATER .9+94.,92 OLD CREEK COURT �y. :. 4 20+77 99 CALI a �DDA D.�RI �� ' C PER DFFSITE ACI�'EDI=IE INi� 1 D*0 92 OLD CREEK CDIJRT BEARIIVC 1 I AI3IliS _ a LENGTH 1 N3.2"2D'56°" 25 70-' 2 S 52*20� 88 ' 11 289 00,' 1 3 i 4. 45 r 3 N29'53 31 ME 393 34 4 i I" J' 28.9. Do' 227 68' 5 _45"D8'? N75'67'S3T 28 93' CD ,�s IBE RADIUS LEN07H 1 ' IVJ2 2D'56 V ---- 25. 70' 2 € 28'05'10 - 1 306 CID' 150. 00' 3 28'05'10 306 DD' 156' DD .. 4 ' i 1;9°34 .25 "E 244.59 e 5 1 IV29 59'31 "E 181.58' 26-11 'D6"" 306. 00 1.39 85' 7 I 26:265,5" 3D6. DD' I 141.25' Q A SEARIIVO RA0AIS I LENGTH I N3.270`56" 46' 2 6.2*20 28" 300. DD' 326. 42' � 3 N.29'59'31 T , 393 34' 4 E 45'08 21 " 300. iID' 236e' 5 E N75 D7'53T --�--- 28 DD' 6 N 14 ;52'07'aY , _ _. _" " 20.00' mew FOR S'1"DRY DRAIN PLAN AND PROFILE � � � � EXIST 24 " a C. G. SEE PLAN NO. IP 140070 q �, (SAS LINE � ,01 20* 77 0J CALISTOCA DRIVE 0 5r L`'Tj\/O BENCHMARK RI✓ERSIDE COUNTY DESIOIVATION-fXzCAMffff N( a 110*14.65 2 3 29' L I D,CL) CREEK T 3 € � .��s �. a l AN EASEMENT FOR CAS PIPELINE, AND INCIDENTAL PURPOSES' COURT � ,�1�t1'4 93 CAL,I.a�DDA �RI� D�`sCfr'lPriDl+I.° � f/2" A Lu��r�u�t � PRDPDS�'i� PI?1�A7E J� �A. L�itDSCAPE ��4lNTE�CL" � � _Ilz8 18 # iEE TIN 1-8 R. S: G p DISK IN I DESCRIPTION: 1 u r� I UMI EASEMENT GRANTED PER FIiVAL MAP, IN FAVOR OF SDLITHERN COUNRE,S' CAS' COMPANY OF CALIFORNIA, RAPHIC =A IX � 2-18" ft? S:Ii. (�'S` Sr�r�sF'�D RrI��. sU� rT3�-��? IN IiVS"TTi'L1E1�7� RED C�CTDBER 31, 1949 Iiil $DDf� 1119 PACE 113 Know wh 3 low. OF �i�°nCIAL RECORD�.S ML Call before you dig. G 'D29 G L � - i3 5. JC7 4D D 40 80 I.2O PRESSURE ZONE: 150 - T APP' C, F DESCRIPTION _ !� r JAI- APPROVAL BY RIVERSIDE rOUNnl TRANSPC}R�AiI�fV WATER / EWER APPROVED BY: f,p. 26 25 CL ---- - _ _ ..._ _�� s;; OEPAR�iMENT ' ! , OR THE A!?EA WITHIN Hl,�` THE RGA�. i s ; 5 4 - I RAV�I�I BY _ _ K.0 _ i �,R• ' Ul f RIGHT-OF-WAY JNt_Y. H /34 TERN � WATER i �+ + '.` 13-564 ___.. _ _ ; i CHECKED EGKE E Y P.R,S- , , �= COUNTY OF RIVERSIDE AF�PRO'y"TrL A E �iVII EN�fNEER 0- SUSOIVI, 0NS [3ATE SUMO&O _� -- _ � i �� ; �� - Irv; IAI_ I IAA 1 " ` ` COORD. 9B-1 € 3990 Ruffin Road Suite 1 2a i DATE w 9 � 3-�� i�� E � � _�� .. w�w� � �1� �� [SHEEN" Ot= - --- — -- i * ' Exp. s;.30/�, ; ` a I PROJECT ENGINEER E . �__...._.._. roc San Diego, Ca. 92123 �--- � \� _ / � � _ � � � � � � f SCAIE Cie r R LE V S ON S 8E56-560-81 E57 Fax � HORIZ. ? ' � 4C�' I i �� AARbN PARKrR � !� _ t E'ER T. % j' f ! i c R. .E. 0, t= ` EF. DATE 3i-13 r s E i , t ,..... 4w 8" FLG'O rFF W17H J-8" FLG'D R.S. G. V :5' 3-8" FxMJ R EsmAY ADAprm IN: s , 10*00.45 SE"LMON7 HE-/iG lrS 13+87 85 OLD CREEK CIIURr Ell G5 - 93.68 BFL lC3Nr f�l l 't r5 = i�R c8 1 A16 43'39 "W 2 38 09'51 p 300. 00' i89-.35' 3 i fYi S*iliJ r31 "T `.. 15'O8" I 30O 00 _.31.7G 5 N30`51 '.23"E i - -- i 118 45' 5 ; 28-46 `38 J00 00' i 150 S8' 7 } i1II"15' Y } ' 2000' L18R111VGm_.RADIUS LSA(GrM # 5GJ 82 38`1i9'S 1 " 3 N75 06 31 E 289� 00' ! 182 41 ' ) ,271.37 4 44"15 "08" 2E3 00 s ` 22,.21 ' 4N30'51,3"E` I1g 45' t 29"43'23-' 289 Gil 149.92 C i FARING I __.RADIUS LE"NGrN 1 lV 25,6'18' ; - - I 11670' , 3'02" 300, 00' E 150 t?�?Jy_ 3 ; N75 OF 32- �..... _. 4 2.2 °07'34 300. 00' _ 1 8 5 .22"07 34 30O 00' 1 115 85 6 1 N30"51 '2JT I € 118 45 71 28'46'38" 30 LIO' 1 aG.88' PER B -598✓�}� f jl CENrER CUL—DE—SAC �� r337._9 E M W £J CT " P V t./. is.700, Lfi'R —18 vw� i I I WATER, II' WESr OFi (Al 1 Cry / 1i .. - { l j, ,) z113f8Q �/'1�fp/ y�.:U�. i�{I/�^Gf � r—A ,yl tek e ('q jry i « (� j �,J "! (�.,d f j ! ' t " COURT, f f � SirlxF Fs i Tb✓= V � � i �E �::f � �i � h �� l � � � � � � !�% ✓3 E $ ' �..- -% . f4 C1.33 .5 1 " a � €€ tra � �; s�! C�. 8 �`M�.r�t'C CL •--• 150, FM W D. 8" P. V C, C900, DR. �-18 "� � �'! � � � � �� !.ccil-1 .,32.3% E C. yf� WAiFFR, 11 ' WE'.Sr OF 1 4 TIC WATEf , � ! �,; , ' �a - �. Q �[� l '}` :,, ' rERMINUS M.H, IVO 14 (ye � �€ If, OF .U} q t I ' Ica€ qj3 C3 a; . 0 ,.. t� « IRRIGATION SLE"E�ES PfR €t �� 1� SIN � � � � �I 1 3J.9�i �S / �I �`` � e � � �. € ! DWG. NO IP 140059 .. ' ai a ry "- — A: d,, Est,, c� q{j y�+ �. ppyl Ia '.� ' V t� (�3 SCE i7 % ✓ t r�ros i • �=! t� p��t { tj ` t et "J /Y" Ld " 'r+ C • '• t J y` C+ « �r i V ; $ !i 3 ,ri 13� 00 00 E•.`-.�p ~�I1 p��a (33.� Qj ��IPR\ trJ �tQ„t ' 3 ��. � % tr) -r °s Ni 3W >( �a _ fi t IN— � ") `, ! i` rz. `�a € �� + � "� ice! � � ,.�'' ° ; � R`4 �; �Ln (y y� e ° _ Q +•• I, : ! -�. t� j 4i Day p(�4ygy� 4 y Is //f :, f (a• itl }....yq. � � i � f :tl•'" �y✓ti:. �� r` �..�� '\ f t J�y ov- Lai c �/ i f J / f1-41 E;M. W D. 8" SEWER + 1 9 .. —bfw 0 EASr OF � €,, � � PR � � � < _ �� , J � ! � "` �` � �'�? �- �r � (� � to �a to tQ r r._ ! c — W_ �- _ 71 .r1 �0 ,' , - '--� � � � 4 �--. �� _ '� 04 b 1 _ � Apo !` 1€ j3f...... 1 ,�� j , `==3 `1_� m D. 8"_ SEWER t—�m sr FAST Of , ! 4¢.r %.5 BENCHMARK i ` �. € RIlI�'RSID�" COUNTY DESICNArJ0N- W " '"} � �- —� ?�s€-87 RESET`3 s I?R gCl ` PR tea' ,�o\� s faR 334. 3� q 4 DESCRIPTION: 2 �/ L U�{il`tl L .3�F..1 q il G&1©H' SCALE 3 i 1555 3 1 �D A. V � l3 1 " A 1�' _� 15�7 c�1 8 SEER CROSSING DISK ITV COI�ICRE_TE CYLIUDER -STAMPED, '?1V CO.SU T-38-81 � ' "'�# � � � ' � � � "� �� PER E3�--5.98 1.-••8" f-xVl RESrRi9lll�r EE'!,�s`r Know what s below. � � �' � � � `� � � � � � �=��LG'� INSL1LArION �Ir 1,325 11 DTt� 16" GAS � z 4SI T JUL Y 89 � � ��' � � � � �; w '� � �' � ADAPTER, " !� 40 O 40 80 120 Callbefore you dig. ivy{�Das. E'LE€/ _ 1, 9.� 007 �, � � � � AND ITC E PER B-660 1318 S0 TOP 8 SEWER I v .. ! ti ` APPROVAL FY R{VERSCOUNTY' TRANSPORTA IO,N � WATER / SEWER APPROVED By - DATE J ;DPP D NO.�_DESCRIPTION _ _.� DESIGNED B �' SEA[ '-C'� ' � .��A;- 3 �Y __ > A r Ee T t AREAWITHIN H ROADASTERN MUNICIPAL TER DISTRICT _- - F-ss,f i RIGHT-OF-WAY J�v Ye _ --- _ . --- -- GRAWN Y -K�CN � - 1 i OHL C ECICEG 3Y p,R.S. ' l/� ¢ �: =' s COUNTY Qi R!`1 5IGE APPROVAL taV' Y DATE _ C'M I-E�GME.R OF S ._GI�fF�; �.5 �L'�F .� _ ! -- _- --- ___ — _r �� --_ - -._PLANNING ENGINEERING SURVEYING _ ! ? 3 16 €i No.68547 :4t � � 1 � € iE 0' _ r i� l Ai GATE `�� ; €rt ��d, €i � fl € G E _ I 1 �. c �� ! PROJE_ { ENGINEER c , I x _...... w �, __ --- __. - San Diego C a. 92123 _ t� � t ; € _ ----- - --�-� , PPROvALS -56&1141 g � �a8�-��i Fax GR Z. , AAR �RARI,ER REVISIONS 54-7 EXP. DATE9-30-' ..E�, -- SUL 1PROOPOSED PRIVATE" h; O.A. LAIVOSO4PE MAINTfNANCE FASFMFNr GRANTED PER RIVAL MA1 J,QffL— NO AN EASEMENT FOR GAS FIl~',ELNeVE, AND INCIVENIAL PURPOSES IN FAVOR OF SOUTHERN COUNTIES GAS COMPANY OF CA4IFORNA4, IN INSTRUME r RE"G. OCTOBER 31, 1949 IN 800K 1119 PAGE 113 OF OFFICIAL RSCORDS. AN E4Sf-MFNr FOR PIPELINES, AMD 11VC1DENTAL PURPOSES, [IV FAVOR OF SOUTHERN OOIJAITIES GAS COMPANY OF CALIFORNIA, 11V INSTRUMENT REC. JUL Y 25, 1958 IN 800K 2307 PAGE 122 OF OFFICIAL RECORDS, FOR STORM DRAIN PLAN AND PROFILE SEE" PLAN NO. IP 140070 PRESSURE ZONE: 1--r.50 COUP OF RIVMDE I.G. 2 2 *�__. - - -- - - S. A. _ 4` //34 VILLAGE 4 : MPRO EMEN C.a, A MR AND SEWER ClOORD. 9B.-16 _ BE MON r FI H77I ISHEET 4 OF rA. 9+94. 00 M END D-52592 3{ 1w LLU L& > I" CL kA 8 SEWER PER OfF'ITE B4CK8OfVE z 9WM NO. 52049 18" CUL&C WATER PER >- OFf rE BAmBONE DWG. N0, 52049 0 W to C3 CL IJ2 J F :.: F ,1) TRACT- BO0"llil RY Q CE"NMR.f t" APA M MALE BEARING RADIUS LENGTH T l�i13'.3�3'45' i 215.,62 BENCHMARK RIVERS1,9 CO&INTO' Df.S1GAMT70M, F. M. W D. WA MR DA TA U OL F w I a ' `A, 8FARTNG I RADIUS LENGTH 1 N13345' 185.17' 1i�SC,�'/�Tl®P! z 1f:2 ,�LU��ild.Jl�i DISK 1><'v= f01VC1?fTE CYLNDER, Know what'sbelow. . T_A -'ET 'FIV CO. s� T-38 --81 r —'E T c UL Y R9 >, Call before you dig. 1,1c ,29, ELE1, = I395.007 FAT �P'�l ��, � G�SCRi�Ti�N P,,E-V1S10NS - - - - - r PROPOSED FINI.SHEO .......... .......... . �,' S=—O, 0026Ks II; k. i Cs i �^ 0. G. 8" R V O: W4TER .: .. C900; DRY 18-1-320 R tkm 5= 0.004 - 1310 7 I i i 2 10. 78 L F ^' . u SEDER (UNLESS NOTED 0rHERWISE) T7ENCH G`ONOITII��I• DITCH ....._. ...... BEDDING C.iA.SS'IFLCATIOIV.• CLASS BB SAD- D S8 157,---158, --159 ; + / �^ q - - - S'CALE• t 't �/ '� 40 a f� (H>, 1 " —^ 4' () ' ..10 5 1 fg SIDEWALK (7YYP.)- 73 10* 11.21 HAMPTON COURT �- 15¢46.25 BELMONT HE--IGHT5; 1-8"fZGD TEE WITH 5/—8�1YZ-01 RSG i. �5 j.. 8" Fxm l RE.S RwNT ADAPTERs eft � O EXIS: 16" S, CG " 4,S LINE 6-4 EXIST 240 S.C.G. GAS LINE°' f EXIST J" SIC G. --' GAS LINE J a `a~ O Qf F.M. WD. 8" SEWER IK 6 WEST OF ` kw 3i 5 Its N) 71 74 j �y Mp) 71 2 r r> I i 11 ' EAST OFtL x -HAMEM t rk I.. CEN ®i4� �I�� LOT IRRIGATED PER BEARING RADIUS LEIdl �.� ,� � _ BACxBONE �� 1-4 � _ -� O NO. 52049 ,�� 2 N1,5 2 4 T 'Y _- i 196 8T M. W A WA MR Dot TA MBLE C. M.1 . SEWER DA M M& REARING RADIUS LENGTH l BEARING "_ RADIUS ; LENGTH 2 N15' 841 ! 199.i T' 1 NT6'1. 724 °i 1 21Q 8' DESI -NED By AY, i DRAWN BY K,C >w, CHECKED BY --=P.R.S. PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 120 � DATE 6--- San Diego, Ca. 92123 651-560'1141 SCALE 658-56G-91 57 Fax ; HORIZ. ! VF SEAL �C0e#N TY_ iSEAL No.68547 Exp. 9/30/17 APPRO'VAL BY RIVERSIDE COf1f`t=7Y 'TRAN PORTATIO/V DEPARTMENT Ic FOR Tt��F" AREA WITHIN THE ROAD R(OHT_-.OF--V/Ay ONLY- 4,' PR 1 PROPOSED PRIVATE H. O.A. LANDSCAPE MAINTENANCE EAS'EME'N.T GRANTED PER F7AAL MAP, AN EASEMENT f-OR GAS PIPELINE, AND INCIDENTAL PURPOSES, IN fAvOR OF SOUTHERN COUNTIES GAS COMPANY OF CALIFORNM, IN INSTRUMENT REC. OCT'08ER .31, 1949 IN BOOTS 1119 PAGE 113 OF OFFICIAL RECORDS. AN EASEMENT FOR PIPET -Mil f AND INCIDENTAL PURPOSES, IN FAVOR Of" .SOUTHERN COUIV77E.S' GAS COMPANY OF CALIFORNIA, IN IN.S`7RUMENT REC. JUL Y 25, 1958 IN BOOK 2307 PAGE" 122 OF OFRCIAL RECORDS fOR STORM DRAIN PLAN ANLPRORZ]f ,SEE PLAN NO IP 14 700 12+ 11.01, C" FH. ASSEMBLY Y /-'',ER _5 I -8 � FxF T I.25- §05/0- 1-8" FxMd RESTRAINT ADAPTERS (S) 1---8 x5" Fx-F REDUCER (N) WITH ORA PHIC SCALE 40 O 40 80 120 WATER / SE'l APPROVE BY: EASTERN MU.NICIPAL WATER DISTRICT t -JV1I ENGINEER a SUE DIVISR) � COUNTY 0$ RI �IERS, E APPROVALS SATE } IPREP I RED DATE BY PROJECT ENGINEER / ► ��_ APPROVALS AARON PARKER M__-- ! R.C'.E, N 68547 i_.XR DATE DATE € TIAL DATE --T- 2122 PRESSURE 'ONE: 15%^D Jm ,. CXXMTY Cr- FUMES ILD,2? TRACT W.0. .3-564 VIA 4 IMPROVEMEWS C. , 9 1 95' _ 96-16 ROC`KBRIDGE WAY SHEET 5 of STA. 10+60. 02 W END � HAMPrON COURT RS%A. 10+ 11. 02 TO ,AND D-5 ..i . 9V5o LA)