HomeMy WebLinkAboutAs Built Tract 33486 Off Site Storm Drain City of Lake Elsinore
im ov entNot s Owner/Applicantoff-Site Storm Drain Improvement Plans
7 NOTE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF N LEIGH-LAKE CHIV D.R. )4 R rC'^j
ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN 32B23 AY 79
ON THESE PLANS WERE OBTAINED BY A SEARCH OF 228o WAR�LOW
AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE GoRt7,P-/L1'GA �)z880 For Tract 3348E
CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A yg/-272-9000
(951 -6726
REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS : (951) 699-0896
OF THE LOCATION, NOR THE EXISTENCE OR NONEXISTENCE Ineer Vicinitya SCALE: 1"=1500:
OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES RENCIVIL LNESFORE DR.
WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR 41593.WINCHESTER ROAD, SUITE 120 N
IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES TEMECULA, CA 92590 -
FOR THE PROTECTION OF ALL UTILITIES, PIPES OR w
STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. (951)296-1292 - Project Site g
ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE - SIJ
WORK SHALL BE REPAIRED OR REPLACED TO THE es - '�y WOODCREST WALNUT GR
SATISFACTION OF THE GOVERNING AGENCY BY THE ELECTRIC TELEPHO ! I I I PAPoNIEW DR
NE:
CONTRACTOR AT HIS EXPENSE. SOUTHERN CALIFORNIA EDISON VERIZON - i �_ F JOY ST i•
2 JALL WORK SHALL CONFORM TO COUNTY CODES, STANDARDS 26100 MENIFEE ROAD 150 S. JUANITA ST. _ _LAnGJf"1VRE DRIVE wNTt1GZ�NV ZIEGLIN�tW N
SPECIFICATIONS FOR PUBLIC WORKS LATEST EDITION AND MENIFEE, CA 92543 HEMET, CA 92543 _
STANDARD DRAWINGSOF THE COUNTY OF RIVERSIDE. IT (951)674-3146 (951) 929-9464
IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR GAS: SEWER, WATER k FIRE: CONTINUED LE GAYE ST _ 74
WITH THESE STANDARDS AND CODES AT ALL TIMES. a nt Notes Easement Notes... -� -TTT
3 THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS 1981 ..LL000NIC AVE. 31�315 CHANEY ST. Qj AN EASEMENT IN FAVOR OF WI AND D. HAMMEL AND ®AN EASEMENT IN FAVOR OF SOUTHERN ONECOMCALIFORNIA -
INSPECTOR TWO WORKING DAYS PRIOR TO BEGINNING ANY REDLANDS, CA 92374 .LAKE ELSINORE, CA 92530 RUCHES W. HAMMEL, HUSBAND AND WIFE, FOR THE EDISON COMPANY AND GENERAL TELEPHONE COMPANY , LINCOLN ST
WORK. CALL FOR INSPECTOR AT (951) 674-3124 EXT. (951) 335-7828 (951) 674-3146- PURPOSE OF I PRIVATE ROAD UNDER CONTROL OF OF E LINES,
FOR THE PURPOSE OF EITHER OR BOTH EXIST FOUR CORNERS STORM
247 RECORDER FOR INSPECTIONS (951) 674-1344 OWNERS AND INCIDENTAL PURPOSES,O329 INSTRUMENT POLE LINES, CONDUITS OR UNDERGROUND FACILITIES AND DRAIN STAGE N-RCFC-0-1 &
BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM MONDAY RECORDED MAY 11, 1911 IN BOOK 329 PAGE 219 OF INCIDENTAL PURPOSES, RECORDED JRECORY. (I(ITEM
AS WCDDWG PROJECT NO 3-0-120&
THROUGH FRIDAY. Declaration neer or DEEDS. (ITEM 3) - INSTRUMENT NO. 8018 OF OFFICIAL RECORDS. (ITEM 7) DWG NO 3-116. L end+Abbreviations
4 CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN Q AN EASEMENT IN FAVOR OF FRED C. SLOODGOOD AND I `I I LEGEND ABBREVIATIONS.
ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH I HEREBY DECLARE THAT THE DESIGN OF THE NELLIE A. BLOODGOOD, HUSBAND AND WIFE, FOR THE O AN EASEMENT IN FAVOR OF WILLIAM D. HAMMEL AND
MANUAL AT ALL TIMES DURING CONSTRUCTION. FAILURE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH PURPOSE OF PIPE LINES OR DITCHES FOR IRRIGATION RACHEL W. HAMMEL, HUSBAND AND WIFE, FOR THE C 1 I A-A A-A=SECTION LETTER BVC BEGIN VERTICAL CURVE
TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. PROFESSIONAL ENGINEERING STANDARD AND PRACTICES. PURPOSES AND INCIDENTAL PURPOSES IN INSTRUMENT PURPOSE OF A PRIVATE ROAD UNDER CONTROL OF I I _ RG09=SHEET DETAIL IS ON BW BACK OF WALK
5IT SHALL
AS THE ENGINEER IN RESPONSIBLE CHARGE OF DESIGN OF RECORDED MARCH 29, 1918 IN BOOK479 PAGE 43 OF OWNERS AND INCIDENTAL PURPOSES, IN INSTRUMENT 9 -=DETAIL ON THIS SHEET
HAVE A RESPONSIBLE
THE CONTRACTOR'S RESPONSIBILITY TO EG EXISTING GROUND
PONSIBLE REPRESENTATIVE, AT THE JOB SITE THESE IMPROVEMENTS, I ASSUME FULL RESPONSIBLE DEEDS. (ITEM 4) (NORTHERLY LINE OF SOUTHWESTERLY RECORDED MAY 11, 1971 IN BOOK 329 PAGE 219 OF
AT ALL TIMES DUURING CONSTRUCTION. CHARGE FOR SUCH DESIGN. I UNDERSTAND AND 15' EASEMENT) DEEDS. (ITEM 4) AC TRENCHI&RESTORATION EP ECYE OF PAVEMENT
ACKNOWLEDGE THAT THE PLAN CHECK OF THESE PLANS BY EVC END VERTICAL CURVE
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR O AN EASEMENT IN FAVOR OF GENERAL TELEPHONE 10 AN EASEMENT IN FAVOR OF WILUAM D. HAMMEL AND
THE CITY OF LAKE ELSINORE IS A REVIEW FOR THE COMPANY OF CALIFORNIA, A CORPORATION, FOR THE _
TO ARRANGE FOR THE NECESSARY RELOCATION� ANY RACHEL W. HAMMEL FOR THE PURPOSE OF ROAD - FF FINISH FLOOR
LIMITED PURPOSE OF ENSURING THAT THE PLANS COMPLY PURPOSE OF PUBLIC UTILITIES, AND INCIDENTAL PURPOSES AND INCIDENTAL PURPOSES, RECORDED MAY
UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY WITH CITY PROCEDURES, APPLICABLE POLICIES AND PURPOSES, IN INSTRUMENT NO. 86485, RECORDED JULY ` 1" -- BGAUDARY LINE FG FINISH GRADE
COMPANIES INVOLVED AT LEAST TWO WORKING DAYS 11, 1911 IN BOOK 329 OF DEEDS, PAGE 219. (ITEM 4)
ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION 2, 1973 OF OFFICIAL RECORDS. ITEM 5 v I --- CENTERLINE FL FLOW LIFE
ADVANCE NOTICE PRIOR TO BEGINNING CONSTRUCTION AS ( ) O AN EASEMENT IN FAVOR OF THE COUNTY OF RIVERSIDE }-' FS FINISH SURFACE
OF THE TECHINICAL ADEQUACY� THE DESIGN OF THE
WELL AS 1-800-227-2600, .UNDERGROUD SERVICE ALERT. SAID LAND LIES WITHIN THE CITY OF LAKE ELSINORE 11 Intl I_. CURB AND GUTTER
IMPROVEMENTS.. SUCH PLAN CHECK DOES NOT, THEREFORE, 4 FOR THE PURPOSE OF PUBLIC HIGHWAY AND PUBLIC
7 ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE O REDEVELOPMENT PROJECT AREA, RECORDED JULY 20, 1LAJ.1 I - GB---- (UHAOE BREAK 'Po GRADE
IN PLACE PRIOR TO PAVING THE STREET SECTION, RELIEVE PR OF MY RESPONSIBILITY FOR RTHEECORD
DESIGN OF UTILITY PURPOSES AND INCIDENTAL PURPOSES, RECORDED
THESE IMPROVEMENTS. AS ENGINEER OF RECORD 1983 AS INSTRUMENT NO. 1983-14570E OF OFFICIAL OCTOBER 77, 1939 IN BOOK 435, PAGE 379 OF OFFICIAL LA! ---------- SAWCUT LIFE GF GARAGE FINISH FLOOR
INCLUDING, BUT NOT LIMITED TO SEWER, WATER, -r t-
TELEPHONE, ELECTRICITY, GAS AND DRAINAGE (E.O.R.), I AGREE TO INDEMNIFY AND HOLD THE CITY RECORDS. (ITEM #8) RECORDS. (ITEM 5) VACATED _,_ EDGE OF PAYEMEFtE WFEIGHT OF RETAINING
OF LAKE ELSINORE, ITS OFFICERS, AGENTS AND „� _I I FP HIUH POINT
FACILITIES. AN EASEMENT IN FAVOR OF WILUAM D. HAMMEL AND
8 ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES EMPLOYEES HARMLESS FROM ANY AND ALL LIABILITY OF �RACHEL W. HAMMEL FOR THE PURPOSE OF ROAD- Q AN EASEMENT IN FAVOR OF DR. FRED H. MEISINGER AND RETAINING MALL INV INVERT
CLAIMS, DAMAGES OR INJURIES TO ANY PERSON OR D.F. MEISINGER, HUSBAND AND WIFE, FOR THE PURPOSE -� EXISTING WALL ITC IMAGINARY TOP OF CURB
MUST BE POT HOLED AND ELEVATIONS VERIFIED PRIOR TO PURPOSES AND INCIDENTAL PURPOSES, RECORDED MAY "
PROPERTY WHICH MIGHT ARISE FROM THE NEGLIGENT RECORD.
ACTS, IN WELL SITE AND PIPE LINES AND APPURTENANCES AND ® BLOCK WALL
CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE 11, 1911 IN BOOK 329 OF DEEDS, PAGE 219. (ITEM 4) _
NOTIFIED OF ANY NECESSARY REVISIONS TO THE ERRORS 0R OMISSIONS OF THE ENGINEER OF RECORD. I INCIDENTAL PURPOSES, RECORDED APRIL 7, 1(NO IN LP LOW POINT
APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM HAVE READ AND INFORMED THE PROJECT AN EASEMENT IN FAVOR OF FRED C. BLOODGOOD AND BOOK 900 PAGE 492 OF OFFICIAL RECORDS. (NOT I —Cr— 6'HIGH NRO(R;FHE IRON FENCE WC MIDDLE VERTICAL CURVE
APPLICANT/DEVELOPER THAT APPROVAL OF THESE PLANS NELLIE A. BLOODGOOD,.FOR THE PURPOSE OF PIPE LINES PLOTTABLE) I I I —0 6'HIGH WOOD FENCE NC NATURAL GROUND
OF "AS-BUILT" PLANS SUBMITTED TO THE CITY ENGINEER DO NOT RELIEVE THEM FROM THE REQUIREMENTS OF THE OR DITCHES FOR IRRIGATION PURPOSES AND INCIDENTAL --- DIRECTION OF FLOW
FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE CONDITIONS OF APPROVAL. PURPOSES, RECORDED MARCH 29, 1918 IN BOOK 478, 13 A CERTIFICATE OF CORRECTION FOR STREET NAME PAD PAD ELEVATION
PROJECT BY THE CITY ENGINEER: CHANGE WHERE AS STREET SHOWN ON SAID PARCEL MAP CATCH BASIN ID —Icc— EXISTING GROUND CONTOUR TB TOP OF AC BERM
PAGE WE E DEEDS. (ITEM 5)(NORTHERLY LINE OF WAS CHANGED FROM ORANGE STREET TO CLEMENT \ LABEL LEGEND I DRAINAGE SWALE
9 ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL - - SOUTHWESTERLY 15' EASEMENT) STREET,RECORDED JULY 25, 1988 AS INSTRUMENT NO. \ JI TC T(R'OF CURB
SOILS TEST WILL BE TAKEN AFTER ROUGH GRADING TO CB NO 1 _
DETERMINE THE EXACT SECTION REQUIRED. SECTION AN EASEMENT IN FAVOR OF DR. FRED H. MEISINGER AND 88-20641E OF OFFICIAL RECORDS OF COUNTY, FLOW BY (( S) S— EXISTING SEWER TD TOP OF DRAIN
AERIAL&FIELD TOPOGRAPHY BY DENNIS JANDA, INC. CALIFORNIA. Q10=4.3//9.5 W EXISTING WATER IF TOP OF FOOTING
THICKNESS SHOWN ARE FOR BONDING PURPOSES ONLY. D.F. MEISINGER, HUSBAND AND WIFE. FOR THE PURPOSE INTENSITY�Q100=�.1/9.5 -
DATED: NOV. 2004 OF WELL SITE AND PIPE LINES AND APPURTENANCES AND J -��" --- -- TOP Or SLOPE TW TOP OF WALL
10 ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED 74 SAID LAND LIES WITHIN THE RANCHO LAGUNA INTERCEPTED FLOW (CFS) 2i SLOPE RATIO
INCIDENTAL PURPOSES, RECORDED APRIL 7, 1948 IN O REDEVELOPMENT PROJECT AREA, RECORDED AUGUST 13, TOE OF SLOPE TRW TO O WALL RETAINING
DURING CONSTRUCTION SHALL BE REPLACED TO CITY �I` -
STANDARDS AS APPROVED BY THE CITY ENGINEER. BOOK 900 PAGE 492 OF OFFICIAL RECORDS. (ITEM 6) 1981 AS INSTRUMENT NO. 1981-153429 OF OFFICIAL MH MAN fa-f
CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY (NOT PLOTTABLE) RECORDS. }--I (I 00•OOTC PROPOSED ELEVATION
RUES®fi�le�,/RC.J ' i 00.00 TC EXISTING ELEVATION JS JUNCTION STRUCTURE
ENGINEER AT THE COMPLETION OF THE PROJECT BEFORE CEMN
ACCEPTANCE IS GRANTED. �j t ECC C: DRAWINGS OO•� FUTURE ELEVATION AC ASPHALTIC
D CO CONCRETE
T r,A T INC), 1 ��11 7 r,A r T N D 1 1 1 J T R,A C T N 0, 2 0 J 4�1 EXIT �T, , 0y91 PROPOSED GRADE
AC ASPHALTIC COFX72ETE
11 AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL , I Information°0bwiCE414,rorrl STA STATION
CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHT-OF-WAY. J r r� / r 117 r r - Q100=1.6 , J (0_..9X) EXISTING(ItAOE"
BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR /11MBI 1�J�41 - �i ]V)8 1 71 .1� , NIB 150/8.1J8� � IT TRACT r- � y' ( ) EXISTING ITEM
l r i I? 111 :�1 �I 11 SEE SFEET 3 tit# f Records
MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF - 1 _ r1r1 r- r11 MM - ri 'ri r� r r)) ri rI r C r)) r y Q194.1 f vnrdy �1B•�"� PROPOSED STORM DRAIN [ ] FUTURE ITEM
) tl 1 ' 11 1 // 1 � /J�' t��l' / J J -JL J 1 :7 J 0 /8-:�1 J Q100=9.0 CB NO 1ApIWBIfE Fi — EXISTING STORM DRAIN
INSURANCE, REQUIRED BONDING FOR PUBLIC FOR PUBLIC JL _� ��__� \- __-._.__L _ .} .___-: -_ -_-._._-- -- - _ - 1, 1 IXISTIN" MANHOLE
1 /� 3' II"3- BRdliCt.�+f'& -'ur+,'15 DATE ro-t9-o'a (PP)EXISTING PoWERPIX.E
IM PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT r r 7 f� ,�j 1�+ ! 160' i 3 40`. Q100=618/t•6
MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL / 3/��/f� • `_ '�-V „ - -V j !��!�� �� �� 36 -"--7 ILL
SEE NISDRA N— +- - 4 �y 0�O_ 'R Date / •' g D CATCH BASIN
TIME FRAME OF PROJECT CONSTRUCTION WITH APPROVED / T� �1 Q �A.AO �1 I � 1
SET OF IMPROVEMENT PLANS - / r y 1 v J L I 1 i � 5 �_� I �� I� EXISTING CATCH BASIN
I PROF'OSD FIRE HYDRANT
g 41
A ') { 01 3/1 4 I� j 35 CB NO 3 4 EXISTING FIRE HYDRANT
THE DOWNSTREAM RIVERSIDE COUNTY �' Q '1 `T - u j 4100�9.1/ 7 ---� 38Q10=5.5/1.0 I
Private E Weer S Note TO Contractor FLOOD CONTROL FACILITIES ARE / ) ���_����p��p�p -_ ! ITEM TO BE DEM01_I9fD
1 THE EXISTE CE AND LOCATION OF ANY UNDERGROUND DESIGNED FOR 10-YEAR Q'S ON-.Y. /.GJ' S 1 D -�IIGQ7STY-1►00fCT-1�4.9/0. � 4 27 - � ��r- CUT/FILL DAYLIG14T
UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON FLOOD CONTROL IS APPROVING THE 'S� / 1 3 - �� Q70 55.0/0. ?N
THESE PLANS ARE a3TAINED BY A SEARCH OF THE CONNECTION FOR 10-YEAR Q'S ONLY. /))- 'Fj I i 28 34 100=7 -2 L0
AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THE 100-YEAR Q'S ARE SHOWN FOR / Ld 1 '�. I ON- ITE TORN O �'�
THERE ARE NO EXISTING UTILITIES EXCEPT-AS SHOWN ON T �� p' -��+ f�w.I --- IOrII'I rain o es +Quantities
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE REFERENCE OLY. �J / /,/ �� + I rQl ; /T�7�pipIN PLANS j ��—' 33 1 AT N- I f DESCRIPTION QUANTITY
2 �. I T i I ''INE A ` / SEE ON-SITE I Q 1 INSTALL 18 RCP D-LOAD PER PROFILE 50 LF
DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY 7(p 7S 1711 .3
LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR Notice ✓� 2 � 3 i \ f/ T7 s. -r { _.- _r 3Z !STa'8A DRAIN _.
FURTHER ASSUMES ALL LIABILITY AND RESPONNSIBILITY \ S ONzSIIN 3 INSTALL 30 RO D-LOAD PER PROFILE 1185 LF
STORM�I N .g -PLANS �,a.P !(.�
�- I ,,.o- ',�I--- "—f- �^ 4 CIXNIRUCT MANHOLE NO STC PD 3 PER RCFC STD T5303 1 EA
GNU � a % �X7 5 CONSTRUCT MANHOLE FD 1 PER RCFC STD M4H251 2 EA
FOR THE UTILITY PIPES, CONDUITS ON STRUCTURES 60 v /' PLANS G$ �' 3 1 LIPS`A
SHOWN OR NOT SHOWN ON THIS DRAWING. BEFORE PROCEEDING WITH THIS WORK, �'1 O\, �+� c� �Q 1MANHOLE
THE CONTRACTOR SHALL CAREFULLY ✓✓il i �.�` 2 'C� � 11> \ 15L 1631 64 i VT � VF3�'j 30 •/-- SEE ON-SITE STORM 94 6 CONSTRUCT CONCRETE
NO 4 PER RCFC STD WCD 1 EA
2 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND CHECK AND VERIFY ALL CONDITIONS, ✓n V `• y. LZ, \ 7 CONSTRUCT CONCRETE SIC NO PER RCFCk WCD STD M803 5 EA
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS �� 4��0 CORN �3''! `s'*' �eb� &7_ �- �' PLAN R 44' ice" 8 CONSTRUCT JUNCTION SIC NO i PER RCFC STD J5226 1 EA
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, QUANTITIES, DIMENSIONS, AND GRADE li� J, OJ ;I �� -_ _ '- _-_ _� -- - ARROW 9 CONSTRUCT CATCH BASIN PER COUNTY STD 302 7 LF
DRAIN NORTH A
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT ELEVATIONS, AND SHALL REPORT ALL ,r (� _ • 10 CIXJSTRUCT GUTTER DEPRESSIQN PER COUNTY STD 312; CASE A 17 LF
DISCREPANCIES TO THE ENGINEER PRIOR, �/ ---� o i 13 REMOVE AND REPLACE AC PAVING PER DETAIL ON BEET 3 1256 LF
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT w \\• N•A•P. ,r �M6ADEREST DRIV
BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE TO THE COMMENCEMENT OF WORK. ✓' �✓ ,�� -
i
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE a �� T O -
14 CONSTRUCT CONC ENCASEMENT PER EVMND STD S 2 TYPE A 50 LF
15 CONSTRUCT.AUCTION STC NO 2PER RCFC S7D JS227 i EA -
CITY, THE OWNER, AND THE ENGINEER HARMLESS FROM - t� $S S4 S3 J.SL SI ' .SO �•9 '.48 8 47' 4+",'TQ NEW SONG CALVARY CHAPEL C..� 16 INSTALL 36 RCP D-LOAD PER PROFILE 105 LF
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN al Deg cri tlon 8�, `,J 3. O �'� 6 57 ' ,. ,,54 gq.. '_ ...�g...¢g' CC Z
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS =,p
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE BEING A SUBDIVISION OF A PORTION OF LOT 18, BLOCK .! L7Q
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. "B" OF RANCHO LA LAGUNA SUBDIVISION, AS SHOWN BY - _ _ -' _ —
MAP ON FILE IN BOOK 8, PAGE 377, OF MAPS, SAN r-- \�— \\l -s g- � —� --ii I— - --- \ + __ _-- — — ---
UNAUTHORIZED CHANGES&USES: THE ENGINEER - - -T-- - f
PREPARING THESE PLANTS WILL NOT BE RESPONSIBLE FOR, DIEGO COUNTY RECORDS AND A SUBDIVISION OF PARCEL — -- I - -- -- --�- - y- --- -- — - --} ~— -Z --- -"- -- -" — - e�P� X
OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF MAP 10708, AS SHOWN ON FILE IN BOOK 70, PAGE 94 OF ry r `- y r" I ~ 1I 'D 2 1 I SCALE SET DESCRIPTION STATION
THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN PARCEL MAPS, RIVERSIDE COUNTY, IN THE CITY OF LAKE l J �+ 1 1 f 1 1 J� I -11 l J I ! 1 J J I j
WRITING AND MUST BE APPROVED BY THE PREPARER OF ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. r)�� ,Ip r� \I/`1 ��
�^�p q t-� (�� r1 �1 r r1.f1(J�I MAP IY:JI iJ��J� � 0 120 240 2 LINE A�� STA: 10+00.00 TO STA: 20+00.00
THESE I r"11r';(G r I INJI r'1 r IN 0� 13 J 1L INDEX MAP 3 LINE: STA: 20+00.00 TO STA: 23+00.00
Plod 126'/7 7% PAR 2 PM %11:�6 _
44 A 16 v 2-7-078
UNDERGROUND BENCHMARK DATUM: EL-24-80C COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: S PREPARED UNDER THE CITY OF -h.<E ELSINORE SET
FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NNW THE BASIS OF BEARINGS IS THE TEE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUPERVISION OF:
SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS #15798 AND CENTERLINE OF MACHADO ST TAKEN APPROPRIATE CONDITIONS OF DEVE1_CPMENT AND/OR CITY AND y Off-Site Storm Drain Plans
ALERT #15810 GRAND AVE; THEN N.E. 0.2 MI. ALONG DIRT DRIVE AS BEING N36°55'05"E AS SHOWN STATE LAWS,AND A PERMIT CAN BE ISSUED. IN T11"COUNTY OF RIVERSIDE, CALIFORNIA
TO HOUSE#15810 GRAND AVE; 25't W OF MOST WESTERLY BY MAP ON FILE IN BOOK 70, -' NO. C55955 lwogwNcivir Tract 3W6
CALL: TOLL FREE CORNER OF ABOVE HOUSE; 2'± N OF 5' HIGH CHAIN LINK PAGE 94 OF MAPS, RECORDS OF / Exp.12/31/08 I t,
1-800-227-2600 FENCE; 7'm NORTH OF 4" CIA. FRUITLESS MULBERRY TREE; RIVERSIDE COUNTY, CALIFORNIA. QA As-e3 c�/L I°�z-I d} CIVIL \! GG� u� FILE NJ.
t't S OF SURVEY MARKER POST. DATE: 8-26-80 - R A. lU4AL ITV L"RU` E MARK REVISIONS AF'PR DATE 4UF R.C.E. C55955 12 31 OB g1593 WINCHESIER ROAD,SUITE 120 TEAECULA CA,92590 TITLE SI-�ET t S
TWO WOMW DAYS w - - = 1 R.C.E. 56915 EXP:6 30 08 DESIGNED BY DRAWN BY CHECKED BY DATE 1/17/2007 PrlowE: sst.zss.tzs2 FAX sst.zs6.ttsa
S
5 -
b +
- FINISHED GRADE---
M2N - - - - - - - - - - -
� - _
1320 �g0 _ - - - - - - - - - - - EXIST SURFACE - - - - - - _ - 1320
_ _ _ - - - - ELEVATIONS BASED ON EXIST 6"
- - - - - - POTHOL€--RESULTS- - BOT=i324.46 1
(I _ - PEWOII WED BY SAF- -DIG
EXIST 4" GAS �- - - i49L - -
- -- 11 80T=13IT3t 4 _ - - - -
_ _ - - - -
IIS-0.0040
(, EXIST 30" SO J
BOT-1311.7t _ 9.0.0040 =
EXIST 10" WTR I( -HBt=:L - S=0.0041 i V r1
1310 BOT=1 110.3t
EXIST 12' wTx I Q 1310
BOT=1310.2t -
II EXIST 15" SWR 1
EXIST 15" SWR BOT=1305.7t 0 p
BOT=1305.3t p
II 7 0
9 +
It W I N
1300 " p392 a 1 1300
it
L=29.96'
LJ
19!�2 R-45.00'
HYDRALLIC DATA L=6.39 Q100=sa.a AS
-
R 4sCFS .Op v1o0 7.a A HYDRAULIC DATA > > - ---
Q100--5.2 PS- �i �z� 010=35.1 CFS �i F...---_� z _
- - --�r1DD=5:2-FPs --Qao0-3a a is - _ -
010=35.1 CFS °u4 a m V1 •M V100=7.8 FPS n N v V1 7.8 FPS $$ M V100=7.54FPS 1
V10=5.2 FPS �' g o o Q10=25.3 CFS ,�a0 0°D 0 0-25.3 CFS '
37.37 LF 36" RCP $rn +� 'o V10�.6 FPS � V 0�.6 FPS + + V1�6 FPS
PROFILE D 2250 66.04 LF 36" 239.37 LF 30" RCP 355 32 LF 30" RCP M "�
279.96 LF 30" RCP
HORIZ. i"=40' D-2250 D=1250 D•14W 0-1400
VERT. 1"=4'
9 10, a 11 12 13 14 15 16 17 18 19 20
M
si5 z Hy� � EXIST UTILITY EXIST UTILITY EXIST UTILITY
o< h
JS NO 1 d E N 0 7 a 4 5 24 TWATER 15" SEWER 61 HP GAS o
PROTEC
A=45't0�3680
" 814$ � a ro Ng EXIST UT ITT EXIST UTILITY EXIST UTILITY EXIST UTILITY aoZ MONTEREY XIST UTILITY
S=1299.72 C=6' 008 8. �� + � + + + FIBER OPTICS 4 GAS TELEPHONE TELEPHONE + 6 WATER
R=1299.94 o S w $ m w .- PROTECTCT STREET
EXIST UTILITY li{ - MA HAIR'0 PINE'SS � I
EXIST UTILITY 57 SIN PLACE TORM r'� PAR 2 PAR 1 4 3 2 33 32 31 30 UJI
PROTECT
T TWNTER EXIST UTILITY �J 1 P,YI 8158 PM 8168 - - - -- - - � - - - - - -I N-4
TELEPHONEPROTECT IN PLACE Ili is -= - - - - - - - - - -
- - - - RW\ - - - --- - - - - - - I=
(EXISTING MANHOLE NO 4) ; - / Z U M
CONNECT TO EXISTING MANHOLE -- -I ? - _ ,...__ _....--_-- _-_-- - --- _ - - _ -_- _- - - _ -.--_ _ _ _ _ - _ _ -_ ._
WITH JUNCTIONBANDONED STRUCTURE NO 1 J 2 �1 16 3 M 13. 3-- - Q
_ N
I IV
EXIST UTILITY PROTECT WATER _ -- -- --- --, `-' -
- - - --- - - 13. - .- _. __ __ ._._--- -- -.- _. .-- -- -- - --
.
33" STORM . -I I ! - - - - - - -- . _ _ - -- . - _ _. - ..._ _ _ _ -- -- AD E ._ _ . _ - - - - - - - .- - p
-6 -
PLACE
EXIST UTILITY ,� i - �"' L�
+ ,L
KMT IN PLACE
3o STORM - - - - -�R/W - - -- - - - - - - - - - - ^ _ _ _
EXIST UTILITY T „ RSJ 12/'-5J RSS. 71/44 PAR Y
15 SEWER FUTURE DEVELOPMENT _ 1 C�
PROTECT IN P A EXIST UTILITY ��I I TIE-IN Line A PM �0�12 I (PHS A socfat�la Inc
PROTECT IN PLAC ! 1 2.78 PALNOiSt[ME_ STA: 10+00.00 TO STA: 20+00.00 BROADWAY ln401;51�Ytarl OpI4arP�, F> 04
51" STORM +n.4t E rR
LAKESHORE N
DRIVE .;-EXISTING Ma NO. 4 STREET City's Records
14
CENTER BAR IN
26" MIN
EXISTING STRUCTURE 10"� g 4n9i 1e0t's F{8041'd&
EXISTING LATERAL (- -� ._.EQ •'EQ l! 36" DOWEL �RIW� ¢ (RiW) i^.Gntt��r'5I✓.e_�;� vATED 10-�9 1� .
(MIN)
STRUCTURE j ° -- o - (30') (44') _, _RCN dD86(p
J ° I 14' (32') (12') 1 NOTICE TO CONTRACTa2:
AND FIELD St
NORTH ARROW r"- - - - w z I _ - ""1 VERIFY ELEVATION AND CTOR TO ELOCATION OF orm a� es
Rb$ F. (EXIST SURFACE) DESCRIPTION
o PROPOSED STORM DRAIN - ALL EXISTING UTILITIES BEFORE
PROPOSED S�EL PER PLAN AND PROFILE _.. _- - - .-.. (�° _ THE START OF CONSTRUCTION. PER PROFILE)
o ~ JS226 _ 4 ICONSTRIICT�TRANSITION0SIC NO 3 PER RCFC STD TS303
a� g� �_ STORM DRAIN DATA
r-y 5 C016TRUCT MANHQE ND 1 PER RCFC STD Mi251
(15" SOUR) rn WHERE EXIST
w o c9 -- -- 7 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD M�3
DELTA BRG RADIUS LENGTH TANGENT REMARK
$ s $ 3• 6% F i N81 54 41'E 30.99 36 RCP B CONSTRUCT,AUCTION SIC NO 1 PER RCFC STD.15226
N , 2 o-- 08 07'24" 45.00 6.36 3.20 36 RCP
EXISTING --, " - - / LATERAL STRUCTURE PER N 11 14 3 dr 36 52'12 45.-- 28.96 -15.00 36 RCP
36" #4 DOWELS®6" OC. RCFC STD JS226 4 N36 55 05"E -- 37.08 - 36 RCP
1:g• 1g' w 13 REMOVE AND REPLACE AC PAVING PER DETAIL ON SHEET 3
MANHOLE NO. 4 ° ° ° 5 N36 55 O5 E 239.37' 30 RCP
EMBED 7" IN NON-SHRINK EPDXY GROUT. PRESERVE 21' 29' 6 N36 55 05 E -- 279.47 -- 30 RCP
-SCALE EXISTING REINFORCING, CUT AND BEND EXPOSED 7 N36 55 05 E -- 242.44 - 30 RCP 16 INSTALL 36 RCP(D-LOAD PER PROFILE
NOTE: ALL DIMENSIONS AND SIZES FOR DOWEL INTO TOP AND BOTTOM OF JUNCTION -8 N36 55 05 E 1 -- 355.33 -- 30 RCP
0 40 80 EXISTING MANHOLE ARE ASSUMED BASED STRUCTURE. MACHADO STREET
ON RCFC&WCD STD 254 AND WILL NEED TO SECTION FOR REFERENCE ONLY
BE FIELD VERIFIED BY THE CONTRACTOR PROPOSED SD COMECTION TO EXISTING JUNCTION STRUCTURE 10+73.91 TO 20+96.02
PRIOR TO CONSTRUCTION SCALE: HDtt ,1,,,0 Q V SALE: N/A
BENCHMARK DATUM: EL-24-80C COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE CITY OF LAKE ELSINORE SHEET
UNDERGROUND SUPERVISION OF:
FROM THE INTER. �GRAN) AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE ������1�_�FOR COMPLIANCE WITH THE Off-Site Storm Drain Plans 2
SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS#15798 AND CENTERLINE OF MACHADO ST TAKEN APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND
ALERT #15810 GRAND AVE; THEN N.E. 0.2 MI. ALONG DIRT DRIVE AS BEING N36'55'05"E AS SHOWN STATE LAWS, AND A PERMIT CAN BE ISSUED. ,r IN THE COUNTY OF RIVERSIDE, CALIFORNIA
TO HOUSE#15810 GRAD AVE; 25'+W OF MOST WESTERLY BY MAP ON FILE IN BOOK 70, NO.C55955 Tract 33486 OF 3 SHTS.
CALL: TOLL FREE CORNER OF ABOVE HOUSE; 2't N OF 5' HIGH CHAIN LINK PAGE 94 OF MAPS, RECORDS OF Exp.,z/31/o6 - LINE A
1-800-227-2600 FENCE; 7't NORTH OF 4" DIA. FRUITLESS MULBERRY TREE; RIVERSIDE COUNTY, CALIFORNIA. Q' / 5-$JI T NZz- H4GIt8.MG SURVEYNG , UNDFlANB•D4C FILE N0.
02 / 07 q CIVIL R.C.E. C55955 12 31 08
i't S OF SURVEY MARKER POST. DATE: 8-26-80 K La,-CTTY�RG3-HE �AT�-MARK REVISIONS APPR DATE 41593 WINDESTER RDAs,SUITE 120 TEMECLLA CA,92590 T : 1 + .00 TO T : 0+0
(DTWDWOMMDAYS - - 1264.94 R.C.E. 56915 EXP:6 30 08 DESIGNED BY DRAWN BY (PECKED BY DATE 1/17/2007 PHONE: 951.296.1292 FAX 951.296.1164
B i
,L
1325 - - - - - - - - - -;��QSD
- 1325 1330 - �g"---- g -- 1330
--- -- -
EXIST SURFACE $ s
0�OF SO ® ; - - - - - - uj 3
1 _ - - - HGL - - - rt1( 6"FP GAS 1 7 '1 F- EXIST SURFACE'
=1322.26 73 1_4
EXI 24" WTR rNy/8 4) II p m i ® q
OF SD
W ATIONS BASED ON 20+76.38 LINE A - - BO=1318.78 r-11, �� -
- - - 10+00.00 LAT Al PERFORMED BY SAF-r-DIG _J N A -.----
�"� 18 INLFT W BO=1320.01 Z a A OF SD - -
1315.29 INV-18" Ld�I��I WSE=1322.80 I
►--a Z �. tiGL- .
IST
If GAS
N S=D.D04o U' _ 1315 1320 IXBOT 6322 3t 1320
1315 a W -
---- - - - - - - --
� ---EXIST 24" WTR
v1 1 �� j 8 y, 1g '1(_L�p U BOT=1318.4t ...1
pREFot ro SHEEr a of 2z+ss' 9LI E BA\
ST --- n------ - w
------------
Ste.
12 I N
..----710+00.00 AlO V -
o<0 "1314.79 INV-300 zoO Q10=21 .6 CFS * W
N V10-10.4 FPS V100*6.4 FPS c R- ' Lu
- --
F- HYDRAl1IC DATA
1 6.4 LF RCP L=71.59 'll M U 0100=6.8 CFS Q1
1305 �11 N 1305 1310 Q10=33.6� 9 a10*3 6� 1310
I .
Q10=21.7 CFS Q100= 1.6 CFS �,.1e= -_.___ n o .� �..ro--�.T ors--
V10=10.4 FPS 'V100' .4 FPS 6.73 LF 18" RCP yy "-.0 v o 38.54 LF 18" RCP
14.24 LF 3D RCP D=2000 b i i +�Ni --2000 _
D=1400 R 45.00'
_ 9-mu>
1� V100-7B84FPS CFSrWi ro "a3 `'9i m rl
WA
Q10=25.3 CFS n v v 010 21.7 CFS Q100=31 6'CFS K 6 00
PROFILE wo=s.s FPS „ v10 lo.a FPS vloo=s a;FPs NMN� I Lat Al
HORIZ. 1"=4D' 75.36 LF 30"RCP N 198.83 LF 30" RCP N N
VERT. 1"=4• D-1400 D=15DD
20 21 22 23 10 11
LANE LINE
NOTICE TO CONTRACTOR: Line A
CONTRACTOR TO POTHOLE AND FIELD - RAW (RAW) EDGE OF GUTTER WHERE EXIST
VERIFY ELEVATION AND LOCATION OF ' WHERE EXIST
ALL EXISTING UTILITIES BEFORE 50' (44')
THE START OF CONSTRUCTION. 0 5'MIN SMIN
1'MIN TRENCH WIDTH 1'MIN
N 12' 38' (32') (12') �
<¢ 27' PROP. AC PAVING 11'
EXIST UTILITY EXIST UTILITY EXIST UTILITY r (EXIST SURFACE) N
0 6 24 WATER 15 SEWER 6 FP 6AS m _ ------- ---- - ----------
.o o _. _. _. 'v - 4
n o m a EXIST UTILITY EXIST UTILITY EXIST UTILITY EXIST UTILITY
+o +g FIBER OPTICS 4 GAS TELEPHOPE TELEPHOPE $ 5 ��i✓ � �� >�ti%�,
chi n +
y rn (15" SWR) '� �tiy �ii✓
uj
!J I/) 9_ N ((3 F O
W I 30 29 p Fi -1 AR 2 i I PAR it w = � 1� 3' 6' 14.
Z _ WK
49+56.60 MACH ADO ST 15' 15' ��
J =1 + 00 WOODCREST DR
I 1- - - - - -- - - - - - -- -- - - �NT �-- (���✓✓� �'�
_ 21' 29'
U 3 (PH �'OC18I99 117C.)
13 Y MACHADO ST EET P'
M 3 PROOP UTSEWER SECTION FOR REFERENCE ONLY 1
- 1 ��... ____.__2 - -- - ' TRACT SEE s�E2 2 FCR S02 T i 73 s1 . a0+96 02 .° 9 r a Tan w,I,:�nad 1=I,,.. A.C.
PAVEMENT PER STREET PLANS
_ ._... _,u:..
I PER THIS
20 96.02 TO 22+22 Ol In cr 1 t 0,1 ❑I NEW A.C.
SCALE- N/A ❑2 EXIST A C
_ 0D __._ --`-° ._ " '�- ----- PROW UTILITY City's Records
ILL
O 1W -9 1 IIA f�LJ A[lo TRCET A 12" WATER Engineer's Records ® 0.115TRE5''HCOLD�PLANE&OVERLAY BOTH SIDES (TYP.)
;E- 1,/'1V-, J< L 5 + Contractor's �a��D�--Io 19-17•.. i
9 ❑
LAT A 1 } ,• - r-
`� 5 CLASS II A.B. PER STREET PLANS
SEE PROFILE L
p 3y - '- TRENCH A.C. RESTORATION
O THIS SHEET of -OFF- I IMIT c__„,t„ _�m RcE aV3aety
p MH NO 4 in in 42 MATCHL I NE 1 m W M I STRUCTURAL ZONE NOT To SCALE
NORTH ARROW N D1®0"�7D2=30" WOODCR
�'�UD RCYO+' �+' + TOT95Z RELATIVE IVE BACKFILL COMPACTED
REPLACE STRUCTURAL
(� (`y COMPACTION (MAXIMUM LIFT '' �'
A=45° 8=18" ~ '-(�„ o am"' N SURFACING EXCLUDING SECTION AS FOLLOWS: Storm Drain Notes
5=1315.29 C=5' i N � DRIVE 7 7 THICKNESS IS 6 INCHES) GRAVEL ROADS)
R=1315.46 m M 1 D�� SURFACING- EXISTING DESCRIPTION
- o z II INTERMEDIATE ZONE 11 BASE MATERIAL AND THICKNESS PLUS 1" ;3" MIN I INSTALL 18 RCP D-LOAD PER PROFILE
o€ •• 3 1 INSTALL 30 RCP D-LOAD PER PROFILE
REFER TO SHEET 4 OF ON-SITE STORM NATIVE BACKFILL COMPACTED TO SUBGRADE. COMPACTED TO BASE -CLASS II, THICKNESS
Line A u 90R RELATIVE COMPACTION (MAXIMUM 95%RELATIVE COMPACTION AS EXISTING BASE MATERIAL,
a � DRAIN PLANS FOR TRACT 33486 FOR
^� LIFT THICKNESS IS 8 INCHES; iv MINIMUM TRENCH WIDTHS: 4" MIN OR AS SPECIFIED 6 CONSTRUCT MANHOLE NO 4 PER RCFC STD MH254
vi CONTINUATION OF LINE B
15 WHEN PONDINIG OR JETTING USE 4
STA: 20+00.00 TO STA: 23+00.00 �n FEET) 18"0 -39" MIN. WIDTH 7 CONSTRUCT CIXJCFd=TE COLLAR PER RCFC&WCD STD M803
11 JS NO 2 III VARIABLE
0 22+69.19 STORM DRAIN DATA 24"0 -48" MIN WIDTH NOTE: WHEN A FIRM FOUNDATION IS g CONSTRUCT CATCH BASIN PER COUNTY STD 302
t2 III PIPE AND UTILITY ZONE
A=26° 5=1316.04 DELTA BRG RADIUS LENGTH TANGENT REMARK 1'-0" 30"0 -66" MIN WIDTH NOT ENCOUNTERED, DUE TO SOFT, 10 CONSTRUCT GUTTER DEPRESSION PER COUNTY STD 312; CASE A
SCALE 8=12" R=1316.02 I N36 55 OS E -- 75.36 -- 30 RCP CLASS II BASE COMPACTED TO 90% MIN 36"0 - 78" MIN WIDTH SPONGY, OR OTHER UNSUITABLE 73 REMOVE AND REPLACE AC PAVING PER DETAIL ON SHEET 3
C=8' 2 N36 55 O5 E -- 141.48 -- 30 RCP AND INSTALLED PER ASTM D2321 42"0 -83" MIN WIDTH MATERIAL, SUCH MATERIAL SHALL BE
0 40 80 E_5049, 4 a 90°00'00" 45.00' 70.69' 45.00 30 RCP "STANDARD PRACTICE FOR 48"0 - 89" MIN WIDTH REMOVED TO THE LIMITS DIRECTED BY 15 CONSTRUCT JJNCTION SIC NO 2 PER RCFC STD,8227
G=1.03'' 5 N53°04'55"W -- 0.91 -- 30 RCP UNDERGROUND INSTALLATION OF THE ENGINEER, AND THE RESULTING
L=4.01' 6 N53 04 55 W -- 6.40' -- 30 RCP THERMOPLSATIC PIPE FOR SEWERS EXCAVATION BACKFILLED WITH PIPE
8 0= 16°5831" 45.00 13.33 6.72 3O RRCP AMD OTHER GRAVITY FLOW BEDDING MATERIAL COMPACTED TO 9OX
9 N81 55 O5 E -- 6.73' -- 18 RCP APPLICATIONS" LONGITUDINAL TRENCH BACKF I LL STANDARD RELATIVE COMPACTION.
10 N81°55 05"E -- 38.54' -- 18" RCP SCALE: N/A
V 7-
BENCHMARK DATUM: EL-24-80C COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE CITY OF LAKE ELS I NORE SHEET
UNDERGROUND SUPERVISION OF:
FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE y Off-Site Storm Drain Plans 3
SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS#15798 AND CENTERLINE OF MACHADO ST TAKEN APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND
STATE LAWS, AND A PERMIT CAN BE ISSUED. TM IN THE COUNTY OF RIVERSIDE, CALIFORNIA
ALERT #15810 GRAND AVE; THEN N.E. 0.2 MI. ALONG DIRT DRIVE AS BEIMG N36°55'05"E AS SHOWN
TO HOUSE#15810 GRAND AVE; 25't W OF MOST WESTERLY BY MAP ON FILE IN BOOK 70, NO.C55955 �_ W° Tract 33486 OF 3 SHTS.
CALL: TOLL FREE CORNER OF ABOVE HOUSE; 2't N OF 5' HIGH CHAIN LINK PAGE 94 OF MAPS, RECORDS OF - LINE A
1-800-227-2600 FENCE; 7't NORTH OF 4" DIM. FRUITLESS MULBERRY TREE; RIVERSIDE COUNTY, CALIFORNIA. o/ Q��� // AS-�3 U/LT o-21f Exp.12/31/OB ENGR4eWtMc SURVFfM WmrtnNNING FILE NO.
/�L. OL /2 07 `?q CIVIL R.C.E. C55955 12 31 OS
1't S OF SURVEY MARKER POST. DATE: 8-26-80 REFT�S N MARK REVISIONS APPR DATE 7FgrM 41593 WINCHESTER ROAD,SUITE 120 TEMECULA CA, 92590 STA: 10+00.00 TO STA: 20+00.00 QQ
7W0 M N - - - R.C.E. 56915 EXP:6/30 08 DESIGNED BY DRAWN BY CHECKED BY DATE 1/17/2007 PHONE.- ssl.zs6.lasa FAX: 951.296.1164 07�U