HomeMy WebLinkAboutTEMP001 GENERAL NOTES D I P¶N
7.ALL WORK SHALL BE DONE IN AND S ACCORDANCE WITH THE TCITYHE OF LAKE CALIFORNIAMUNICIPAL CODE CHAPTER 15.72 CITY OF LAKE ELSINORE
AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE 2007 IFORIA UNIFORM BUILDING CODE. A
DIAL 1rro wataRc PROJECT SITE 9 2.A PERMIT SHALL BE OBTAINED FROM HE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY OPERATION. BEFORE DAY6 BEFOflE
3.HE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT YOU DIG Tau DIc I r
(1-800N422-4133)46 HOURS PRIOR TO GRADING. PRECISE GRADING PLAN MIT FATE 1 600 422_4133 , J ,
4.HE CONTRACTOR SHALL NOTIFY HE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF UNDERGROUND RGOOUND sEEROCE ALERT i I r
� I I BEGINNING GRADING OPERATIONS. I
5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPORVED BY HE CITY ENGINEER. r ,+`
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6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND I
SHALL BE SHOWN ON THE PLAN. '�, J' I L
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7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS APPROVED,SHALL TRACT NOm 25476
BE SHOWN ON THE PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTIONTION OUT
TO THE FINISHED SURFACE.
8 FILLS SHALL
D 15E COMP-70 ACTED
GHOUT TO 90%DENSITY AS DETERMINED BY HE MODIFIED THREE LAYER VICINITY MAP
- 'p/y/ N.T.S.
9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY HE GRADING LOTS 1 14 18 2 5 18 9 2 01 & 214- 2 L� 1 36, 7,19 29 7nMkq.4W
INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO BE PLACING UNTIL
FILL. PAGE a38,F-7,1999 THOMAS 5 A,A�
10.ALL'FILL MATERIAL SHALL BE CLEAN EARN.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS � � VICINITY,YI/1
APPROVED BY HE SOILS ENGINEER.
N.T.S.
11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN%.PER FOOT FOR A
MINIMUM OF 3',HEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE.
12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10',
AND 2%IF CUT OR FILL IS GREATER THAN 10',DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND
CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES, r a a o
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13.PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OF OVER 5'HIGH. I I iS715815 160161162163184 I I 222249 25 251252 253 290 ® r'
14.PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100-YEAR STORM FLOWS ALONG HE TOP OF ALL CUT SLOPES. I aW1RrMYsran I 223 24a Sgw2olSTREEr 2ae S2 S7 t-BSz, 5zS2 ID-B 5.2' , S283 B r
224 247 6. TA-B A2115.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. # I 255258 qT 58259 267 ' ' _°�' s.z•�ISS108 _ 225 248 286 r Z I r L ' r16.A SOILS ENGINEER SHALL BE RETAINED BY HE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL �s 2as 26a BS 62 28i s.:• e.z•8 265SOILS OF HE SOIL. WHICH INCLUDE$FOUNDATION REgUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICSiD3 tea zto 7RO`'xL snviI a 1�3 I I 22717.GRADING CERTIFICATION BY HE DEVELOPR'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS 30 29 28 v a6 ,q; t11 tp2 tee pog 1 2a4z67ENGINEER SHALL BE SUBMITTED TO HE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. -
18.THE PRELIMINARY SOILS AND GEOLOGIC REPORT PREPARED BY ALBUS-KEEFE&ASSOCIATES,INC.DATED OCTOBER 20,2004; touzr ---I9a fl3 10o m 207 1ppoa203 4 I 23p 2a2 sa 2e1
ROUGH GRADING REPORT PREPARED BY ALBUS-KEEFE&ASSOCIATES DATED NOVEMBER 28.2006; 31 32 33 3a 35 3c 37 149 a 89 172 p06 f ptR• tag �tI 431 241 2 1 72 7i p70 280
AND GEOTECHNICAL REVIEW PREPARED BY PETRA GEOTECHNICAL INC.DATED MAY 28,2010. foe ll5 ge tt zos 1e6 f p p4° 279 S191-RINCON S21D-DANIEL S21C-CHAD S265-TOPAZ S21A-ALISON S27D-DEVON
19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. az 41 40 38 3g 147 lie 97 t74 165 p39 .y� otrls 7 27 1 STORY 1 STORY 2 STORY 2 STORY 2 STORY 2 STORY
FHANE SPECIFIC ELEVATON WITH RESPECT TO ADJACENT GROUND ONS ARE REQUIRED,THE ASUURFACE IISWITH RESPECT TO MEAN SEA REQUIRED,HE ACTUALLDISTANCE ABOVE THE SHALL BE N ROWMMEr1ARE 148 117 Ir 98 175 te3tea R3a3 A 273 274275278 BUILDING FOOTPRINTS
ADJACENT GROUND SHALL BE GIVEN, y gp q, t45 1t83 95 nfi 180,g,t62 23S TYPICAL
119 4 94 238 SOILS ENGINEER NOTIFICATIONS
20.ALL PROPERTY CORNERS SHALL BE CLEARILY DELINEATED IN HE FIELD PRIOR TO COMMENCEMENT OF t2o 93 ne 179 PETRA GEOTECHNICAL NOTE: HE CONTRACTOR SHALL NOTIFY HE FOLLOWING UTILITIES OR AGENCIES FORTY-EIGHT(48) _
ANY CONSTRUCTION/GRADING. 45 48 53 143 121 92 237 3185 A AIRWAY HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION.
21.STABILITY CALCULATIONS WITH A FACTOR OR AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE 46 a7 54 , t42 122 91 238 COSTA MESA, CA 92626 CITY OF LAKE ELSINORE 1-951-674-3125
BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT, ss 58 ss 2 tat 14 123 go (714)549-8921 UNDERGROUND SERVICE ALERT(USA) 1-800-227-2600
22.FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 60 s7 59 13e t24 89 OWNER/DEVELOPER ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-951-674-3146
23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED,AND et 130 1285 68 RICHMOND AMERICAN HOMES SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200
BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS 82 6S 64 Y 137 27 87 5171 CALIFORNIA AVENUE, STE 120 SOUTHERN CALIFORNIA EDISON.COMPANY 1-BOON684-8i23
ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. 136 126 88 (949), CA 926f7
85 INDEX MAP (949)487-2808 MEDIA ONE CABLE N 1-951-874-7741
24.THE SOILS ENGINEER SHOULD INSPECT HE CONSTRUCTION IN THE FOLLOWING STAGES: 65 t35 129 84 ENGINEER'S NOTICE
A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL,COLLUVIAL AND Bfi 134 130 83
TERRACED AREAS AND ANY SUBSTRUCTURES. 133 13 e2 1.CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FlLUNG OPERATIONS. OT w gg 99 70S7x7er 131 MAP DATE IDENTIFIER DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY:THAT
C.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. 7t 81 DATE OF LATEST CHANCE TO THIS MAP
D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 72 73 HIS REQUIREMENT SHALL APPLY INDEMNIFY
AND HOLD
AND NOT BE LIMITED TO NORMAL WORKING HOURS,AND THAT HE
74 75 ao 07/19/10 BY:JC CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HE OWNER AND HE ENGINEER HARMLESS FROM ANY AND ALL
25.EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12"ON CENTERS OR ANOTHER DATE OF THIS PLOT LIABILITY, REAL OR ALLEGED,IN CONNECTION WITH HE PERFORMANCE OF WORK ON HIS PROJECT, EXCEPTING FOR
APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED 76 77 7878 08 06 f LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
WITH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREE 2.ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WFTH THEIR
20'ON CENTER;COMBINATIONS 15'ON CENTER SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION APPROXIMATE LOCATION AND EXTENT. THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH HE
SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. IMPRO ,AGREES TO UMEAND HOLD HE ENGINEER HARMLESS FOR
EARTHWORK ESTIMATE RESULTI GENTS FROMEHE EXISTENCE OF UND RGR UBND UTILITIES OR ILITY STRUCTURES NOT REPORTED OR ANY
PUBLIC
26,APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 3225 CYS CUT RECORDS,OR HOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS.HE CONTRACTOR IS REQUIRED, .
ADJOINING PROPERTIES DURING THE GRADING PROJECT. TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT
THE SITE. SHALL BE THE C
27.APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING HE RAINY SEASON BENCHMARK DESCRIPTION 0 CYS. PILL CONCERNED I BEFORE STARTING WORRKA.CTOR'S RESPONSIBILITY TO NOTIFY HE OWNERS OF ALL UTILITIES OR STRUCTURES
AND SHALL BE IN PLACE AT HE END OF EACH DAY'S WORK. USC AND GS BENCH MARK DISK IN CONCRETE MONUMENT STAMPED D 307 1935, IS 38
FEET WEST OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FEET SOUTH OF POWER POLE LEGEND OF ABBREVIATIONS & SYMBOLS 3.HE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO
28.ALL WORK SHALL CONFORM TO HE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 19319 CWT. OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE
T.C. TOP OF CURB (TOO)_,_,_ EXIST.CONTOUR PREPARER OF THESE PLANS.
29.HE LOCATION AND PROTECTION OF ALL UTILITIES IS HE RESPONSIBILITY OF HE PERMITEE. HEIGHT OF LIGHT ABOVE STATION MARK 3.28 FEEL F.L. FLOWLINE ELEV. '--100-- PROP.CONTOUR
30.AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. ELEVATION 1425.76 NAVD 88 T.G. TOP OF GRATE PROPERTY LINE 4.QUANTITIES SHOWN ON THESE PLANS ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTOR SHALL BE
31.SANITARY FACILITIES SHALL BE MAINTAINED ON HE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. G.B. GRADE BREAK DAYLIGHT LINE
RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION.
32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF EROSION CONTROL GENERAL NOTES F.G. FINISH GRADE 2% SHEET FLOW RATE PRIVATE ENGINEER'S NOTE TO CONTRACTOR
3 FEET VERTICAL WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH R.G. ROUGH GRADE GRADED SWALE
1. IN CASE OF EMERGENCY,CALL LADIO KYTUCA AT (818)266-2656 F.S. FINISH SURFACE CENTERLINE HE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE,CONDUITS OR STRUCTURES SHOWN ON THESE PLANS IS
ORDINANCE NO.882 PRIOR TO HE APPROVAL OF FINAL INSPECTION. OBTAINED BY A SEARCH OF HE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,HERE ARE NOT EXISTING
2. THE UNDERSIGNED CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT INV. INVERT OF DRAIN SWALE HIGH POINT UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES N
33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH HE SITE AND BE WORK IS IN ACCORDANCE WIT PPROVEb,LANS. P. PAD ELEVATION FLOWLINE TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND µI
SOLELY RESPONSIBLE OPERATIONS,WHETHERFOR ANY DAE TO EXISTING OR NOT SUCH FACILITIES ARE HOWNEON THESENPLANSDIRECTLY OR INDIRECTLY FROM HIS PHILIP D.DOWN '0 D l(D F.F. FINISH FLOOR ELEV. .i^S✓ SUBDRAIN RESPONSIBILITY FOR THE UTILITY PIES,CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
N
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34.THE DESIGN ENGINEER SHALL PROVIDEENGIN ER RCE 42038 EXP.3 31 2012 DATE I G.F.F. GARAGE FINISH FLOOR AREA DRAIN E A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO SOILS ENGINEERS CERTIFICATE
ROUGH GRADE APPROVAL. 3. A STANDBY CREW FOR EMERGENCY WORK SHALL i AVAILABLE AT ALL TIMES DURING HE B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE cQl
RAINY SEASON((OCTOBER 15 THROUGH APRIL 15).NECESSARY MATERIAL SHALL BE AVAILABLE ON E.V.C. END VERTICAL CURVE _I-:L_ TOE OF SLOPE 'WE/I REPRESENTING PETRA GEOTECHNICAL .INDICATE THAT RECOMMENDATIONS CONTAINED
35.APPROXIMATE DATE:BEGINNING OPERATION-7/2010 SITE AND ST061(PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY IN REPORTS PERTAINING TO SOILS ENGINEERING CONDITIONS HAVE BEEN COMPLIED WITH
COMPLETION - 7 2012 DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. P.I. POINT OF INTERSECTION RETAINING WALL
/ E.P. EDGE OF PAVEMENT FIRE HYDRANT TO OUR SATISFACTION. THIS CONFORMATION IS NOT TO BE CONSTRUED AS AN N
36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WIH MAXIMUM DIMENSION GREATER THAN 3"WILL BE PLACED IN 4. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT HE APPROVAL OF HE CITY ENGINEER. AUTHENTICATION OF ANY DIMENSIONS OR ELEVATIONS SHOWN ON THESE PLANS."
FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES UNLESS THE LOCATION,MATERIALS AND DISPOSAL T.W. TOP OF WALL ELEV. CF--a STREET LIGHT I
5. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PUCE AT HE END OF ^1�
METHODST.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL.
ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. ea°P 'o
D.F. DEEPEN FOOTING y���� DEEPENED FOOTING c3``�sT"p1� R0�( `1
37.HE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL 6. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTTNG L. LENGTH WATER METER h y GO y !
BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A OWY. DRIVEWAY CATCH BASIN&LOCAL DEPRESSION
38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. Y. f.;r,.-4c GEJJ 2024 r N0. 0020 a ti
N.T.S. NOT TO SCALE / O
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39.THE SITE HAS OBTAINED A NAT ONAL POLLUTION DISCHARGE ELIMINATION SYSTEM(NROES)PERMIT TO REGULATE 7. FILL SLOPES AT HE TRACT PERIMETER MUST DRAIN AWAY FROM HE TOP OF SLOPE AT HE AC UNIT CONCLUSION OF EACH WORKING DAY. OPTIONAL 3'x3'CONCRETE GARAGE STOOP EXP. 61,50112
�qc 07ECHe �
MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. 8. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO r:_:=3'x7'TRASH BARREL STORAGE CONCRETE PAD 4'OF
NPDES PERMIT#WDID NO.833C35B737 DATE ISSUED:6/23/2010 2REVENT FEET ORUBLIC CREATESERAP HSAZARDOU ONTO AREAS
CONDITION.
E IMPOUNDED WATER WHENEVER THE DEPTH EXCEEDS N o
4jo G ay i/.i3//a WDID # 833C358737
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN APPROPRIATE CONDITIONS OFVIEWED FOR COMPLIANCE WITH THE DEVELOPMENT AND/OR CITY AND STALE PREPARED BY: HUNSAKER & ASSOCIATES sEAL�aQ`p° wY,� As BUILT' CITY OF LAKE ELSINORE SHEET 1 ao
ROF
SI ES ----- --'-
LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C ��,r`" agi,�a' RCE EXP __ DATE �p GRADING y
PLANNING ENGINEERING • SURVEYING v, o. �' REVIEWED BY: PRECISE GRADING PLAN 7 2n
Th,ce Hughes"hm,CA 92619•PFk(949)Se1.1010"M-"593M u m TRACT
CT NO. 25 q y6 OF O a
42038 m g gBP1V 9 1®V ` M/ �N
E.P.3/31/12 a SHEETS c5
oro -"------`---- LOTS 1-14, 1 '
8-25 18g-201
sa r SCALE:_ BENCH MARK: w n
KEN A. SEUMALO, RCE No. 56915 DATE //nn�� I�r �rF clvtL opt ---- .. s 214-g2�211 FILE No, yp
CITY ENGINEER C�GC I.� l-1)Qy(J It Gl(� Op OALiF INSPECTOR EL. 1425.76 DATE: 1935 TITLE SHUT �p
CITY OF LAKE ELSINORE PHILIP D. DOWTY R.C. NO.42038 DATE DATE: SEE TIRE SHEET FOR DESCRIPTION a 3
PLOTTED BY: Ben Etemadi DATE: Aug. 06, 2010 10:56:21-;AM FILE: F:\0602\Engineering\TR_25476\Grd-Precise\SHTOI.dwg