HomeMy WebLinkAbout722-1A 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 APPUCABLE 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 LAKE ELSINORE, �2o-CONSTRUCT BERM AT TOP OF SLOPE PER DETAIL ON SHEET N0.2 ��n n
PRIOR TO ANY OPERATION. (`' �REMOVE ANDDISPOSE OF EXISTING POWER POLE ROUGH GRADING
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3. THE LL D�LO80O-ER 227-2600)48 HOD/OR THE URSOR SHALL NOTIFY ALL TO GRADING. UTILITY COMPANIES AND U.S.A REMOVE AND DISPOSE OF EE5 REMOVE AND DISPOSE OF�NG GROUTED RIP WATER
RAP AND CUP PIPING FOR
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE - � DON EXISTING WELL AND STANDPIPE
R�VE AND RECONSTRUCT EXISTING 12KV ELECTRICAL DUCT BANK PER SEPARATE PLAN '
OF BEGINNING GRADING OPERATIONS. TACT 31!
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5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. ABANDON EXISTING IRRIGATION WELL AND/OR STANDPIPE PER COUNTY HEALTH DEPARTMENT REQUIREMENTS tl /�RO,gt1
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED, DRAINAGE ^ LL� `,� AESHGRE cqM,�+ ROAD
AND SHALL BE SHOWN ON THE PLAN. 10 NOT USED SOUTCL![ �L }� STAGE
DRIVE
7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE 11 REMOVE PORTION OF EXISTING STORM DRAIN AND PLUG END v u ll�issi666ddd B�
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 HEMLOCK STREET
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OUT TO THE FINISHED SURFACE. 13 CONSTRUCT C.M.P. RISER INLET PER DETAIL ON SHEET NO.28 'p`' ^.qpr-� o ��ir B p
8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE 14 NOT USED CITY OF LAKE ELSINORE 11..E a >
A.S.T.M.D-1557-91 TEST METHOD. 15 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET NO.28AyRpP� �'
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE 16 17 CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET NO.28
CONSTRUCT TERRACE DRAIN AND DOWN DRAIN TRANSITION PER DETAIL ON SHEET N0.28 COUNTY OF RIVERSIDE °� a
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 L7
To. 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 - C
GROUND IS APPROVED BY THE SOILS ENGINEER. 20 INSTALL 12 PVC DRAIN PIPE STATE OF CALIFORNIA
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/Y PER FOOT FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWLINE OF EARTH SWALE. EROSION CONTROL m
12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS 27 INSTALL SINGLE SANDBAG ROW PER DETAIL ON SHEET NO. 19 OLIVE ST. I N fn 73
THAN 10',AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWATS SHALL BE A MINIMUM OF 22 CONSTRUCT LIGHT CLASS RIP-RAP PAD PER DETAIL ON SHEET NO.21 n
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
INSTALL13. PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. Y5 24 CONSTRUCTNDBAG LI CHLASS ECK RI RAP PER DETAIL ON DAM PER CITY OF LAKE3HEE�lRNO.26
14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE Toll YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. 26 CONSTRUCT RIP RAP SLOPE PROTECTION PER DETAIL ON SHEET NO.28 -r-�T I .
PROJECT 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. - LEMON STREET
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16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A
FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE ` I I 1 SITE
CHARACTERISTICS OF THE SOIL. A
17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A AP
SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO VICINITY M
ISSUANCE OF BUILDING PERMITS. 1 \ �� 1
18. THE SOIL ENGINEERING INVESTIGATION REPORT DATED 05/27/1999 PREPARED BY NEBLE17&ASSOCIATES ISHEET 13 '\ \ J 1 NOT TO SCALE
TITLED'GEOTECHNICAL REVIEW AND HYDROGEOLOGY ASSESSMENT,SOUTHERLY DEVELOPMENT PROJECT, I �' •�•, \., '' '•
TENTATIVE TRACT 31920 LAKE ELSINORE,CA' SHALL BE CONSIDERED A PART OF THIS GRADING PLAN, I1 ~
AND SHALL BE IN COMPLIANCE WITH,AND REPORT DATED 12/15/04,PROJECT NO.420-000-05. /j !
19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING " SHEET INDEX
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN II
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. SHEET DESCRIPTION
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY '
CONSTRUCTION/GRADING. SHEET
21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER i. S
1 TITLE
TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL II LIMITS OF GRADING SHEET 4 - O 2 SECTIONS I
H7cINr. FOR PHASE I Q' : PARCEL s 3 18 ROUGH GRADING D
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22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. �; �� - 19-26 EROSION CONTROL
23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED(MIN.2 FOOT FRONT, - + '-'
3 FOOT HEEL,AND 15 FOOT WIDE)AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE I PARCEL 2 SHEET 5 27 HORIZONTAL CONTROL 2
APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE 1 •; c_ "1 - - ', 28 DETAILS
REQUIRED TO BE KEYED AND BENCHED. ENGINEERED FILL SHOULD BE PLACED A MINIMUM OF 90 PERCENT
RELATIVE COMPATION AS DETERMINED IN ACCORDANCE WITH D1557. WITHIN THE GOLF COURSE,NON-STRUCTURAL I O PHA + + - - m
AREAS CAN BE COMPACTED TO A MINIMUM OF 85 PERCENT RELATIVE COMPACTION. I \\ ,� EROSION CONTROL NOTES: p
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24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: I SHEET 7 c PARCEL.
A UPON COMPLETION OF CLEARING MAID DURING EXCAVATION AND BEFORE BACKFlLL OF ALLUVIAL, = I Q\e `� :. A IN CASE OF EMERGENCY,CALL MICHAEL FILLER AT(951)245-9075(24-HOUR PHONE NUMBER)
COLLUNAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. I • '; _
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLINGTHE
C. DUPoNTIMSTPLLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. I � �� ;% \,\, _. PAR EL 6 SHEEN+•.8 �P�ET : '.`\ B WORK N S DONEE N CACCORDANCE WITH THE APPROVED PLANS.
F EROSION CONTROL AND INSURE THAT
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.
25. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 1Y I '���' �• r ..Y. SCOTT M.WILSON R.C.E.N0.49884 EXP.09/30/O6 DATE
ON CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL I
HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR 1 •` E , C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT All TIMES DURING THE RAINY SEASON,,
COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREES,20'ON CENTER;
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�•>. - � 5 OCTOBER 15 THROUGH AR D
RIL 15,NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND 5TOCKPII�
COMBINATIONS, 15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION ,�\ +'%• •`', AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAI
SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER UBC,CHAPTER 70. ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT fY�C{EL ,
•\�� SHEET 1O "` : � - D. EROSION CONTROL DEVI
ADJOINING PROPERTIES DURING THE GRADING PROJECT. CES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY
ENGINEER.
27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHAH BE IN PLACE AT THE END OF EACH
'S
•E" -- WORKING DAY WHEN THE FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT.
28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. "
29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE. F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL REMOVED FROM CHECK BERMS AND GESTATING BASINS,
ANY GRADED SLOPE SURFACE PROTECTIONS MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE
IMMEDIATELY REPAIRED.
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. �
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION
� -_,' OF EACH WORKING DAY. I
OPERATION.
32. ALL PERMANENT SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES
IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING PAID SHALL BE � H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT PUBLIC TRESPASS Q
IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. - ,. _ - HAZ AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS TWO FEET OR CREATES A 9
- HAZARDOUS CONDITION. C
33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND a C
BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY I. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE PAID OPERATE SUFFICIENT CAPACITY PUMPS AS m�,
NECESSARY TO ELIMINATE WATER IMPOUNDMENT AT THE CONSTRUCTION SITE WHENEVER THE WATER DEPTH _ Z
FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. �\ EXCEEDS TWO FEET. z 0
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34. THE DESIGNER ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO
ROUGH GRADE APPROVAL. \�� 9 C
35. APPROXIMATE DATE OF: BEGINNING OPERATION: NOVEMBER 1,2004 EARTH WORK QUANTITIES s
N_� NA
COMPLETION: NOVEMBER 1,2005 FILL I 33
36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN T WILL BE -
PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIAL, RAW 3,812,300 C.Y. 3,393,400 C.Y.
AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER.
37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE OVER-EXCAVATION 1,048,300 C.Y. 1,048.300 C.Y.
APPROVAL i
(158.6 ACx3.5')
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38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING
NET IMPORT/ EXPORT 0 C.Y. 0 C.Y. I
DEPARTMENT.
39. THE PERMITEE SHALL MONITOR THE WATER LEVEL OF THE EXISTING WETLAND SITE DAILY DURING CONSTRUCTION. - SHRINKAGE(10% t) 0 C.Y. 418,900 C.Y.
ANY FLUCTUATION OF WATER SURFACE ELEVATION OF MORE THAN 3-INCHES DAILY OR BELOW ELEVATION 1240
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SHALL BE REPORTED TO THE ENGINEER. - ~
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 TOTAL.VOLUME 4,860,600C.Y. 4,860,600 C.Y. l
SAMPLED,TESTED AND APPROVED PRIOR TO DEUVERY OF SOILS FOR USE ON THE SITE. I
41. THE CITY'S APPROVAL OF THIS MASS GRADING PLANS DOES NOT GRANT ANY APPROVAL FOR THE FUTURE PAD ELEVATIONS. / NOTE: ESTIMATED VOLUMES FOR PERMIT PURPOSE CONTRACTOR SHALL ( J/
ALL FUTURE RESIDENTIAL AND/OR COMMERCIAL LOTS SHOULD HAVE THEIR PAD ELEVATIONS AT 1265.5 FT. MINIMUM AND -
DETERMINE HIS OWN QUANTITIES.
THE FINISHED FLOOR ELEVATIONS AT 1267.00 Fr.
GRAPHIC SCALE
42. REFERENCE IS MADE TO THE LETTER TO RAY O'DONNELL FROM RIVERSIDE COUNTY FLOOD CONTROL DISTRICT,DATED AUGUST 12,1999.THIS GRADING PLAN IS CONSISTENT WITH THE GRADING PLAN'E' REFERRED TO IN THE ABOVE LETTER FOR FLOOD STORAGE CAPACITY
AND OPERATION. o zoo 100 IIIO
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43. ALL SLOPES SHALL BE MAINTAINED BY HOA EXCEPT LOTS AD,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 (IN
44. THE STORM DRAINS SHOWN HEREON MUST BE BUILT CONCURRENTLY WITH GRADING OPERATIONS. THE STORM DRAIN DETAILS 1 Innchch= aoo it.
FEET)
ARE SHOWN ON THE SOUTHERLY PHASE 1 STREET IMPROVEMENT PLANS. THE STORM DRAIN SHOWN THEREON SHOULD BE
CONSIDERED AS PART OF THESE PLANS. S
LEGEND AND ABBREVIATIONS PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
TRACT BOUNDARY - ii DAYLIGHT LINE - PROPOSED STORM DRAIN TIC TOP OF CURB VICINITY AND INDEX MAP
n
-- -� PER STREET IMPROVEMENT PLANS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURE SHOWN ON THESE D m
------- RIGHT OF WAY 1� SHEET FLOW RATE FL FLOW
UNE ELEV. PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.THESE LOCATIONS ARE APPROXIMATE D g, (�, 0
TOP OF GRATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE
LOT LINE - GRADED SWALE
MASS GRADING AREAS TG IN AIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT.THE CONTRACTOR IS REQUIRED TO $ C
���T_ TOP&TOE OF SLOPE - STREET CENTERLINE GB GRADE BREAK
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES �
FG FINISH GRADE NOT ON RECORD OR NOT SHOWN ON THESE PLANS,AND IS RESPONSIBLE FOR THE PROTECTION OF,AND
-R---R- RIDGE UNE - - ANY DAMAGE TO THESE LINES OR STRUCTURES. U 3 UJ
SWALE HIGH POINT O SANDBAG CHECK DAM LP LOW POINT
CONSTRUCTION CONTRACTOR AGREES HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE d I N N S7
_ C____ - FLOWLINE HP HIGH POINT
CUT PAID FILL LINE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL PERSONS n
F 18 CONSTRUCTION NOTE •OCOO SAND BAG ROW INV. INVERT OF PIPE AND PROPERTY,THIS REQUIREMENT SHALL APPLY CONTINUOUSLY PAID NOT BE LIMITED TO NORMAL WORKING
HOURS,AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY MAID HOLD THE OWNER AND ENGINEER
-1250- PROPOSED CONTOUR EXIST Y DIA HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF CdI Z Full VYooXIPt®Dap In Advance- ' MONITORING WELL WORK ON THIS PROJECT,EXCEPTING FOR THE UABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER (�
EXISTING CONTOUR MW ABANDON IN PLACE(TYP.) OR THE ENGINEER. l�Jl
EXISTING POWER POLEGRADING PERMIT NO. 04-2050
PAD=XXXX PAD ELEVATION FUTURE STORM DRAIN
WDID NO. 8 33C3321�3
55 LOT NUMBER
REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE
ENGINEERING GEOLOGIST SOIL ENGINEER: OWNER: 10/8/99 p0.0FESSlpyY
NEBLETT & ASSOC, INC. LAING-CP, LAKE ELSINORE LLC o��r�Ae 6 CORPORATION SHEET J
NEBLETT & ASSOC., INC. y o c SCOTT . 9884 DATE DATE: 3 PETERS CANYON T: 949-679-0090 TITLE SHEET /
R 4911 WARNER AVENUE, SUITE 218 31900 MISSION TRAIL W» RCE NO.49884 EXP. 9-30-06 SUITE 1C F: 949-679-0091 OF 28
4911 WARNER AVENUE, SUITE 218 SUITE 225 1 PARKWAY GRADING GOLF CLUBHOUSE GRADING,LIFT STATONPAD, Kk5 No.49884 A 12/7/04 RVINE,CA 92606
HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 THESE PLANS HAVE BEEN RENEWED FDR COMPLIANCE CITY
THE SOUTHERLY STAGE - I
(714) 840-8286 LAKE ELSINORE, 92530 BACKBONE STREET GRADES,LOT i GRADING,STREET SEC710N5 Exw a/b/�^ 'f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK:
714 840-8286 NARK DESCRIPTION BY APPR DATE rf L1V1L d THE STATE LAWS,AND PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK N0.BM E-3-70.ELLV.1279.829. BRASS DISC IN CONCRETE POST72 NORTH OF T INTERSECTION OF CORYDON STREET AND
( ) (949) 567-1900 FILE N0.
aTF 0 MISSION TRAIL 27'EAST OF HE CENTERLINE OF MISSION TRAIL TENTATIVE TRACT MAP NO. 31920
DESIGNED BY: M.WEBER DRAWN BY: R.PENA DP CALIF BP515 OF BEARING:
DATE CENIERUNE OF CEREAL STREET,BEING N52'S2.48Y1,BETWEEN MONUMENTS 3 PAID 4,BEING THE CENTERLINE INTERSECTIONS OF CEREAL STREET PAID
CHECKED BY: S WILSON PROJECT MANAGER:S.WILSON KEN SLUMALO RCE 56915 EXP.9-30-05 CITY ENGINEER DATE STONEMAN STREET AND CEREAL STREET AND CORYDON STREET.
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