HomeMy WebLinkAbout722-1 GRADING NOTES CONSTRUCTION NOTES
1. ALL"WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES ROUGH GRADING
NO.801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION
OF THE U.B.C.,CHAPTER 70. To--CONSTRUCT STREET UNDERCUT PER STREET SECTION ON SHEET NO.2
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LACE ELSINORE, O2 CONSTRUCT BERM AT TOP OF SLOPE PER DETAIL ON SHEEP N0.2
PRIOR TO ANY OPERATION. 3a-NOT USED �T��q,+ �T,��,y, [�
�4 -REMOVE AND DISPOSE OF EXISTING POWER POLE 11�1 III 11-51 11 O,f1 If"'= L A N
3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND-U.S.A. So-^--REMOVE AND DISPOSE OF ABANDONED 24"WATER LINE 11 it ��dd� 1111 YY 1111 {{II d��\ii I! 'U II ll��9 IIII V
ALERT(1-800-227-2600)48 HOURS PRIOR TO GRADING. 6�-REMOVE AND DISPOSE OF EXISTING GROUTED RIP RAP AND CMP PIPING
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE ABANDON EXISTING WELL AND STANDPIPE FOROF 2
UCT
K PER SEPARATE PLAN
5. DUST SHIALLNBE CON ROLLEDING RATIONS. (D-REMOVE AND RECONSTRUCT BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 9�ABAN ON EXISTING IRRIGATION WELGAND/OR STANDPPEDPER COUNTY HEALTH HEALTH DEPARTMENT REQUIREMENTS � ��� ����®
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED, DRAINAGE SOUTHERLY
9 �p II11 pp�� e `' �KESHORf �ryyDN ROAD
AND SHALL BE SHOWN ON THE PLAN. 10 o-REM USED ®II II I�� �� PHASE DRIVf 7. FlLL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTPL TO 1 VERTICAL,UNLESS OTHERWISE REMOVE PORTION OF EXISTING STORM DRAIN AND PLUG END 1� u
APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION 12 CONSTRUCT PCC V-DITCH PER DETAIL ON SHEET NO.28
OUT TO THE FINISHED SURFACE. 13 CONSTRUCT C.M.P. RISER INLET PER DETAIL ON SHEET NO.28 p / HEMLOCK STREET
8 FILLS AS.T.M.HD-1557CNOT USED
91 TEST �ROOpGHOUi i0 90%DENSITY AS DETERMINED BY THE 74 15 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET No.28 CITY OF LADE ELSINORE
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE 16 17 CONSTRUCT TERRACE DRAIN AND DOWN DRAIN TRANSITION PER DETAIL ON SHEET NO.28 p MALggA 2 RDA C
*_CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET NO.28
GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. 18 CONSTRUCT V-DITCH TO PIPE TRANSITION PER DETAIL ON SHEET NO.28 COUNTY OF RIVERSIDE
10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF 19 CONSTRUCT 6'LONG CONCRETE SPLASH WALL PER DETAIL ON SHEET NO.28
GROUND IS APPROVED BY THE SOILS ENGINEER. 20 INSTALL fY PVC DRAIN PIPE STATE OF CALIFORNIA
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2" PER FOOT
FOR A MINIMUM OF 3,THEN 1%(MINIMUM)TO FLOWUNE OF EARTH SWALE. EROSION CONTROL 9y 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS 21 INSTALL SINGLE SANDBAG ROW PER DETAIL ON SHEET N0. 19
THAN 10'.AND 2%IF CUT OR FILL IS GREATER THAN 10% DRAINAGE SWALES SHALL BE A MINIMUM OF 22 CONSTRUCT LIGHT CLASS RIP-RAP PAD PER DEFAIL ON SHEET N0.21 OLIVE SI.
0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. 23 INSTALL SANDBAG ROW ON UNPAVED STREET PER CITY OF LAKE ELSINORE
13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. 25 24 CONSTRU INSTALL CT LIGHT CLASS RIP-RAP PER DETAIL ON SHEETBAG CHECK DAM PER CITY OF LAKE NO.26 N
14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG HE TOP OF CUT SLOPES. 26 CONSTRUCT RIP RAP SLOPE PROTECTION PER DETAIL ON SHEET N0.28 _ O
15. NO OBSTRUCTION OF FLOOD PLANS OR NATURAL WATER COURSES SHALL BE PERMITTED. LEMON STREET11
16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A ` s FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE SITE
CHARACTERISTICS OF THE SOIL - 1
17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A
SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO
ISSUANCE OF BUILDING PERMITS.
18. THE SOIL ENGINEERING INVESTIGATION REPORT DATED 05/27/1999 PREPARED BY NEBLETT&ASSOCIATES ' SHEET 13 - ` \ \ -. VICINITY MAP z 03
TITLED'GEOTECHNICAL REVIEW AND HYDROGEOLOGY ASSESSMENT,SOUTHERLY DEVELOPMENT PROJECT, I �\"`••�\ \ \ L� - 37
�• NOT TO SCALE y
TENTATIVE TRACT 31920 LAKE ELSINORE,CA' SHALL BE CONSIDERED A PART OF THIS GRADING PLAN, ,F _ n
AND SHALL BE IN COMPLIANCE WITH,AND REPORT DATED 12/15/04,PROJECT NO.420-000-05. -
19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SHEET INDEX
SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS -
REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ' , \� •IL,
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY ' II �I- SHEET DESCRIPTION
I
CONSTRUCTION/GRADING. �_\ L`-'I`-"'`-� •f\
21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER - r I, I , I I r I I'•i I .� •� 1 TITLE SHEET
~' I 2 SECTIONS
TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL LIMITS OF GRADING �A Avg �� "v� / „� 4 i - { ( �`,� 1,(N
HEIGHT. FOR PHASE 1 h. } I "� ' .I I +� _
22. A FINAL COMP,';,IOtN REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. \ y.` \� �• l ) `I JI I /PA \ 3-18 ROUGH GRADING
23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED(MIN.2 FOOT FROM, -:�� .�• �� ( J �c •' � / I .A• Z 19 26 EROSION CONTROL -
3 FOOT HEEL,AND 15 FOOT WIDE)AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE 1 I l
� , ,� .- , SHE
APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE --1 ' •��\ \�-"- \ /+/ • ACE,., 2� �. •• �' 27 HORIZONTAL CONTROL -
REQUIRED TO BE KEYED AND BENCHED. ENGINEERED FILL SHOULD BE PLACED A MINIMUM OF 90 PERCENT
+ r a / r
RELATIVE COMPATION AS DETERMINED IN ACCORDANCE WITH D1557. WITHIN THE GOLF COURSE,NON-STRUCTURAL 28 DETAILS
\ T _
AREAS CAN BE COMPACTED TO A MINIMUM OF 85 PERCENT RELATIVE COMPACTION. \ l� ` •< �� / _
24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: �\, x T, ✓,' / T•PHA
A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACK ILL OF ALLUVIAL, 2 I \ �. % 'I l•, �\,,\ •� i t -:' EROSION CONTROL NOTES'
COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. ' - •I -t,. .:j ARCM�'•y i� __
9
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING AND FILLING - ,..� I .,., \�;/ /.. �\ -• I,� \ J. A IN CASE OF EMERGENCY,CALL MICHAEL FILLER AT(951)245-9075(24-HOUR PHONE NUMBER)
OPERATIONS. � ��� f-
C. DURING INSTALLATION R BUTTRESS AND CANYON SUB-TRANS AND FILTER MATERIAL - ``. i�- - � L'";:•�"•�� B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. y ` �f� ' i QAR E 8 �i ® 8
' ' � � '• /h - - ��'� •'\- � /�` � P .r:- 1`\ WORK IS DONE IN ACCORDANCE WITH THE APPROVED PLANS a O
25. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" x�\\ •/ ,. ",i� I• �.( `� > \ m➢
ON CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL D
HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR I >� '�• /,' ''. _�� �� •-• °�'- \ SCOTT M.WILSON R.C.E.N0.49884 EXP.09/30/06 DATE y
COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREES,20'ON CENTER; _i '� �• I ,� C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, G7
COMBINATIONS, 15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION j_
• J
SYSTEMS WITH BACKBOW PREVENTION DEVICES PER UBC,CHAPTER 70. �.r� ,� OCTOBER 15 THROUGH APRIL 15,NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED z =,
�. , AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR a
26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT \�� \ �� L ` i, ANY DAMAGED EROSION CONTROL MEASURES WHEN RAN IS IMMINENT. w CZ
ADJOINING PROPERTIES DURING THE GRADING PROJECT. SHEET 10 '� ! `11
27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY\, \ 1 _y '•• 0. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY m
�,' I; J ���•• ENGINEER. 31
' SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. \ _ -
S \ E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. ��_•.LE i:f, WORKING DAY WHEN THE FIVE DAY RAN PROBABILITY FORECAST EXCEEDS 40 PERCENT.
29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE. - lttt\--- F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTNO BASINS,
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.
ANY GRADED SLOPE SURFACE PROTECTIONS MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE
\31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING IMMEDIATELY REPAIRED.
\
OPERATION. \ `. - G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION
32. ALL PERMANENT SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES �,� \ - OF EACH WORKING DAY.
IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE _, - H. THE CONTRACTOR SHAM BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT PUBLIC TRESPASS
IN ACCORDANCE WITH ORDINANCE N0.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. _ INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS TWO FEET OR CREATES A
`33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND - _. � - � _ - "' � `� HAZARDOUS CONDITION. lI
BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY �, _ - I. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND OPERATE SUFFICIENT CAPACITY PUMPS AS /
FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. NECESSARY TO ELIMINATE WATER IMPOUNDMENT AT THE CONSTRUCTION SITE WHENEVER THE WATER DEPTH
34. THE DESIGNER ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ` -� \�, `� � EXCEEDS TWO FEET. -
ROUGH GRADE APPROVAL
35. APPROXIMATE DATE OF: BEGINNING OPERATION: NOVEMBER 1,2004 \ - � EARTH WORK OUANTITIES:
COMPLETION: NOVEMBER 1,2005 - \
36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3" WILL BE
PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIAL, -CM it
AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. _ 00 C.Y.
,4 RAW 3,812,300 C.Y. 3,393
37. THE ENGINEER MUST SET GRADE STARES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE - i� OVER-EXCAVATION 1,812,300 C.Y. 1,393, 00 C.Y.
APPROVAL.
38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING (158.6 ACx3.5') 8 _
° D
DEPARTMENT. NET IMPORT/ EXPORT 0 C.Y. 0 C.Y. DO
39. THE PERMITEE SHALL MONITOR THE WATER LEVEL OF THE EXISTING WETLAND SITE DAILY DURING CONSTRUCTION. - �€�
ANY FLUCTUATION OF WATER SURFACE ELEVATION OF MORE THAN 3-INCHES DAILY OR BELOW ELEVATION 1240 - / Fcr - - SHRINKAGE(10% t) 0 C.Y. 418,900 C.Y. a, V 2!-SHALL BE REPORTED TO THE ENGINEER. I7
40. THE GRADING CONTRACTOR SHALL NOTIFY THE PROJET ENGINEERNG GEOLOGIST/SOILS ENGINEER NOT LESS THAN 72 HOURS
IN ADVANCE OF THE LOCATION OF ANY SOILS PROPOSED FOR IMPORT. EACH PROPOSED IMPORT SOURCE SHALL BE
SAMPLED,TESTED ARID APPROVED PRIOR TO DELIVERY OF SOILS FOR USE ON THE SITE. TOTAL VOLUME 4,860,600C.Y. 4,860,600 C.Y. m R
N z 07 41. THE CTIY'S APPROVAL OF THIS MISS GRADING PLANS DOES NOT GRANT ANY APPROVAL FOR THE FUTURE PAD ELEVATIONS M
ALL FUTURE RESIDENTIAL AND/OR COMMERCIAL LOTS SHOULD HAVE THEIR PAD ELEVATIONS AT 1266.5 Fr. MINIMUM AND THE FINISHED FLOOR ELEVATIONS AT 1267.00 FT. �/ - - _. NOTE: ESTIMATED VOLUMES FOR PERMIT PURPOSE CONTRACTOR SHALL
- - -" -
42 DETERMINE HIS OWN QUANTITIES. n
1CAPAeR _ GRAPHIC SCALE
AND OPERIASN.
43. ALL SLOPES SHALL BE MAINTAINED BY HOA EXCEPT LOTS AA,AR,AS,AT,AU,AV,AW, 12, 19,28,29,30,31,35,36,37,
AND 38 SHALL BE MAINTAINED BY CITY OF LAKE ELSINORE DEDICATION IS ACCEPTED BY CITY OF LAKE ELSINORE
44. THE STORM DRAINS SHOWN HEREON MUST BE BUILT CONCURRENTLY WITH GRADING OPERATIONS. THE STORM DRAIN DETAILS ( IN FEET)
ARE SHOWN ON THE SOUTHERLY PHASE 1 STREET IMPROVEMENT PLANS. THE STORM DRAIN SHOWN THEREON SHOULD BE _ -' I inch= 400 it
CONSIDERED AS PART OF THESE PLANS.
LEGEND AND ABBREVIATIONS Neblett&Associates,Inc.has reviewed the plans from a
geologic/geotechnical engineering standpoint only.The VICINITY AND INDEX MAP PRIVATE ENGINEERS NOTICE TO CONTRACTOR
-- TRACT BOUNDARY - // DAYLIGHT LINE - PROPOSED STORM DRAIN TC TOP OF CURB plans are in compliance with the geologic/gectechnical f
2X - - PER STREET IMPROVEMENT PLANS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURE SHOWN ON THESE
_... ._ III')
----- RIGHT OF WAY SHEET ROW RATE R FLOWLINE ELEV. engineering recommendations presented in the referenced
LOT LINE GRADED SWALE ® TG TOP OF GRATE project report(s)and subsequent addenda.This review did PLANS WERE OBTANED BY A SEARCH OF THE AVAILABLE RECORDS.THESE LOCATIONS ARE APPROXIMATE
MASS GRADING AREAS not include checking the accuracy of the civil and structural AND SHALL BE CONFIRMED BY THE CONTRACTOR,SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE J�
:y--Y-Y-y- TOP&TOE OF SLOPE - STREET CENTERLINE GB GRADE BREAK engineering design and dimensions,including lines and IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT.THE CONTRACTOR IS REQUIRED TO
.�p�ti FG FINISH GRADE grades,or compliance with building code requirements, TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES
R
R c
-R---- RIDGE LINE _ R.- which are under the purview of others. NOT ON RECORD OR NOT SHOWN ON THESE PLANS,AND IS RESPONSIBLE FOR THE PROTECTION OF,AND _ tM
SWALE HIGH POEM ® SANDBAG CHECK DAM LP LOW POINT ANY DAMAGE TO THESE LINES OR STRUCTURES.
-- C -- CUT AND FILL LINE - --- BOWLINE HP HIGH POINT Project No.: `IZD-o00-os CONSTRUCTION CONTRACTOR AGREES HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
F 18 CONSTRUCTION NOTE •0000• SAND BAG ROW ENV. INVERT OF PIPE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL PERSONS 0
Report(s)Date: Iz-�s-o 1 AND PROPERTY,THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
-7250- PROPOSED CONTOUR EXIST.2" CIA 1 F HOURS,AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER
-- EXISTING CONTOUR MONITORING WELL �O\NEEHIAG SiBnafurocrJC'-u.._ "^`^' Date: 3-7-5- v yr4 HARMLESS FROM ANY AND ALL UABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF
MW ABANDON IN PLACE(TYP.) �p J� •DGy2,Fo F �•t, WORK ON THIS PROJECT,EXCEPTING FOR THE LIABILITY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER Call Z Full Working Dc?p Irt Advance , o a>- EXISTING POWER POLE �2 Q• m�o Signature: ¢uC Date:3%at o s GRADING PERMIT NO. 04-20JO ° D
p 9 N.0049453 OR THE THIS
. M
PAD=XXXX PAD ELEVATION -- FUTURE STORM DRAIN w No.CE 01 -r4 * Evp.9-30-P * a
m o � txBaalaoro5 * m, crvt�
55 LOT NUM eVC'\NEEgr�Cc� e,Tgl OPT\P `oFCAtt�°`"
WDID NO. 8 33C332193
ENGINEERING GEOLOGIST' ONo.CEG2 m y REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: /�/A CITY OF LAKE ELSINORE
IL ENGINEER OWNER' LLB WILSON L S O N M I KA M►
NEBLETT & ASSOC., INC. ,t 10/8/99 pPpFES510
* °m06 NEBLETT 9 ASSOC. INC. LAING CP, LAKE ELSINORE LLC Q�p 1L wf� 2¢oS W CORPORATION
4911 WARNER AVENUE, SUITE 21 9rFOFCAU Q�\P 4911 WARNER AVENUE. SUITE 218 31900 MISSION TRAIL h�� !o RCE NO 49884NEXP. 9-30-06 DA DATE' 3 PETERS CANYON T: 949-679-0090 TITLE SHEET SHEET
HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 SUITE 225 No.49884: 12n/04 SUITE 110 F. 949-679-0091 OF 28
THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606
® 714 840-8286 (714) 840-8286 LAKE ELSINORE, 92530 # E„p•9130AS * SOUTHERLY PHASE - I
( ) f ctw� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK:
(949) 567-1900 MARK DESCRIPRON BY APPR. DATE llf \< THE$TA LAW$,AND PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.EILV 1279.829. BRASS DISC IN COICREIE POST 72'NORM OF'r'INTERSECTION OF CORYDON STREET AND
TENTATIVE TRACT MAP NO. 31920 FILE N0.
05' DESIGNED BY: M.WEBER DRAWN BY: R.PENA DT CFL.\t BASISSOF BEARING:
FAST OF THE CENTERLINE OF N5510N TRAIL
DATE Q O /( 2AS IENVERLINE OF CEREAL STREET,BEING N52752'48"W,BETWEEN MONUNENIS 3 AND 4,BEING THE CENTERUNE INTERSECTIOIts OF CEREAL STREET AND
CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON KEN S UMALO RCE 56915 EXP. -30-05 CITY ENGIN ER DATE I STONEMAN STREEr AND CEREAL STREEr AND CORYDON STREET.