HomeMy WebLinkAbout649-1 GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY THE U LAKE ELSINORE ORDINANCES N0. 801 AND 882 AND
A CITY O F LAKE ELSINORE
APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE BC, CHAPTER 70. 74 �
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY
OPERATION. _ TENTATIVE TRACT MAP No. 30493 SITE �
J. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA ALERT(7-800-422-4133) LOCATION \
48 HOURS PRIOR TO GRADING.
CANYON
CANYON HILLS HILLS R NEWPORT RD
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGNEERING DEPARTMENT AT LEAST 24 HOURS W ADVANCE OF BEGINNING 15 N
GRADING OPERATIONS. �LROAD � T
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. CYH•RD• P� of
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED,AND SHALL ROUGH GRADING PLANS 5� n
BE SHOWN. �,� RD SCOTT RD 8 p
OTTONWOOD A o Sl
Z FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL UNLESS OTHERWISE APPROVED,AND SHALL + BUNDY CYN. CYN. RD C
BE SHOWN ON THE PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. a - \\ LEGEND: m z
8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90X DENSITY AS DETERMINED BY THE MODIFIED THREE-LAYER ASTM - FUTURE TRACT '81 7b6 g (7
1 -� - CURB AND GUTTER CLINTON EITH RD �
0-1557-70 TEST METHOD. ��
PROPERTY LINE C
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SGARIFlED,AND INSPECTED BY THE GRADING
INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL �. N p
'� �- - LOT LINE N
�SHEET�5 TOP m
10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UN77L PREPARATION OF GROUND IS - SHEET 7 - " t,
APPROVED BY THE SOILS ENGINEER. - " �`' '� \ r �� PROPOSED SLOPE
TOE b
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2 INCH PER FOOT FORA
MINIMUM OF 3 FEET, THEN 1R(MINIMUM) TO FLOW LINE OF EARTH SWLE Gr - - w - -- $HEFT,- 'I S 605 FINISHED CONTOUR OS.MAP PG2B,GRID D4.
12. MINIMUM BUILDING PAD AND DRAIN4GE
OPE
BE IX IF CUT OR FILL
E IS
10 FEE�
LIMITS F
PAD
AND
CONSTRUCTED2FCUT
OR(FILL
IS GREAT FEET TH�PLO�C ORWALL SLOPES.
BE A MINIMUM POF 05 LESS
AND 7 \ / _-_ `` 8� ' Po" - R41D - S - ~;, �'�'.�'., ---- INTERCEPTOR DRAIN TM AS BR VICINITY MAP
NOT TO SCALE
13. PROVDE 5-FOOT-WIDE BY 1-FOOT HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5 FEET , \`'SHEET-4 i oFrms,; - 3 �Iar - CUT/FILL LINE
_ o
HIGH.
"
o - wiooc
SHADED SLOPE TO BE
14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100-YEAR STORM FLOWS,ALONG THE TOP OF CUT SLOPES. -SHEET,s ,� � & _- o � � I � MAINTAINED BY HOA i
= -
EARTHWORK QUANTITIES:
o
15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERCOURSES SHALL BE PERMITTED. O LOT NUMBER
CUT FILL
16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PRODUCE A FINAL SOILS - _- RAW VOLUME 3 C.Y. 1,032,594 C.Y.
REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL - -- - - - cwe - 826.3 PAD ELEVATION Q
m W
�.. cougr
caNroN HILLS ROAD- _ C.Y. (LONG)
I 110133
' �� I _ 68 739 C
4A
GRADING CERTIFICATION BY THE DEVELOPERS ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS
EN 62�
ENGINEER SHALL BE SUBMITTED TO THE BUILDING ANDND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING - - _ - - - - �- SC PROPOSED SPOT ELEVATION NOTE. AFTER SHRINKAGE LOSSES-EXPORT EXCESS MATERIALTO PA. 22-TR 37706
PERMITS. EXIST. ELEVATION
18. THE SOILS ENGINEERING INVESTIGATION DATED 9/14/1989 PREPARED BY PACIFIC SOILS ENGINEERING, INC. DATED tC
" F
RIP'RAP
9/14/1989 AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED 9/14/1989 PREPARED BY PACIFIC SOILS ENGINEERING, ,' FUTURE TRACT 30494 -
INC. SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. FUTURE TRACT `30495 �• BVC BEGIN VERTICAL CURVE n
~ - _ GB GRADE BREAK BASIS OF BEAR(' p
0
19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD O I CET ''I 8 FLOW LINE n a p
ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE �� -> THE BASIS OF BEARINGS FOR THIS PROJECT IS THE NAD 83, - o o T?
GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED THE ACTUAL DISTANCE ABOVE THE
__ FS FINISH SURFACE ZONE 6, GRID BEARING BETWEEN N.G.S. STATION "WILDOMAR"AND N.G.S. °n
ADJACENT GROUND SHALL BE GIVEN. - - INV INVERT STATION "METZ". LE N 06*21*37'E
KEY MAP LP LOW POINT RECORD GRID - N 06'21'37"E, 57740.18' m N
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY MEASURE GRID - N 06'21'39"E, 57739.33- - z
PI POINT INTERSECTION
GDNSTRucnDN/GRADING BENCH MARK: THE COMBINED SCALE FACTOR AT � 2
SCALE: 1-30o TIC TOP CURB CP 2015 IS 0.99989774. GRID =
21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE EROSION CONTROL NOTES: ELEVATION: 1400.873 TYP TYPICAL GROUND x COMBINED SCALE FACTOR. - E
BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30 FEET IN HEIGHT. DATE., 1970 m
A IN CASE ON EMERGENCY CALL DENNIS R. SMITH AT(909) 739-0458 RIVERSIDE COUNTY DESIGNATION.E-14-70 "m Sml
22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 FOOT. (Responsible person -hr. phone no. DESCRIPTION:2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE INTERSECTION OF
RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD CANYON ENGINEERS NOTICE
23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED,AND B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ROAD, 6.0 FEET SOUTHWEST OF POWER POLE 11853732E, 1.0 FEET NORTHEAST OF A MARKER
BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ACCORDANCE WITH THE APPROVED PLANS. POST,A BRASS DISK SET IN THE TOP OF CONCRETE POST E-14-70. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS
BENCHED. ~" Z9 Np,)z (Expiration Date) AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
( natur NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER
24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES., SOILS ENGINEERS CERTIFICATE: AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVW., COLLUVLAL, C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. OCTOBER 5 THE PERFORMANCE OF WORK ON THIS PROJECT EXCEP77NG FOR LIABILITY ARISING FROM THE SOLE
AND TERRACED AREAS AND ANY SUBSTRUCTURES. THROUGH APRIL 15. NECESSARY MATERULL SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOU NEGLIGENCE OF THE OWNER OR ENGINEER.
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPAC710N, BENCHING,AND FILLING BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS T FESSINC OPERATIONS. FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN oh
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER MATERIAL. RAIN IS IMMINENT. OUTLINED N THE S01 GEOLOGICAL RECONNAISSANCE REPORT PREP y QQ'QV A.C-S•�ra` 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS,
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. FO 1 P T. ,� sy z� ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING
D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. No.2;714 <m THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY
25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANED WITH ROSEA ICE PLANT AT 12 INCHES ON CENTER, OR ExP.b/30/07 AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF
ANOTHER APPROVED GROUNDCOVER.SLOPES OVER 15 FEET IN VERTICAL HEIGHT, IN ADDITION 70 GROUNDCOVER, SHALL BE E. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY, WHEN THE ( 7 7i W Pe * UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED AT 10 FEET ON FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. Sig o RCE NO. a 'CHI j10F,�P THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR IS
CENTER, TREES, 20 FEET ON CENTER, COMBINATIONS, 15 FEET ON CENTER. SLOPES OVER 3 FEET IN VER77C L HEIGHT Cp CAL\FO REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT THE UTILITIES OR STRUCTURES _
SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER UBC, CHAPTER 70. F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS. ANY SHOWN AND ANY OTHER FOUND AT THE SITE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO -
GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. Lila 0 13 _a, -Q NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.
26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING ' nature RCP NO. Date
PROPERTIES DURING THE GRADING PROJECT. G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF ( 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR
EACH WORKING DAY. UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST
27 APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL CONSTRUCTION NOTES and QUANTITY ESTIMATE BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
BE IN PLACE AT THE END OF EACH DAYS WORK. H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO PREVENT PUBLIC TRESPASS INTO
AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS 2 FEET OR CREATES A HAZARDOUS CONDITION. 1 CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 9,294 LF 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS
2 NOTIFICATIONS
28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 3 LF SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION.
593 g
29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 3 CONSTRUCT SPLASH WALL PER TERRACE DRAIN DETAIL ON SHEET 3 495 LF a mNOTE., THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 4 CONSTRUCT 5'x5'xl' DEEP LIGHT CLASS ROCK RIPRAP 311 SF PRIVATE ENGINEERS NOTE TO CONTRACTOR DDC
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. FORTY-EIGHT(48) HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDU17S OR STRUCTURES G
5 CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL ON SHEET 3 5,210 LF SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST N pl Z
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATIONS. CITY OF LAKE ELSINORE 1-909-674-3125 6 CONSTRUCT 2' WIDE TOE DRAIN PER DETAIL ON SHEET 3 7,707 LF OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. a A M
32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 GENERAL TELEPHONE 1-800-422-4133 7 CONSTRUCT DOWN DRAIN TO PIPE TRANSITION PER DETAIL ON SHEET 3 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH 1 LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND C
ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-909-674-3146 8 CONSTRUCT DOWN DRAIN TO CURB OUTLET TRANSITION PER DETAIL ON SHEET 3 8 EA RESPONSIBILITY FOR THE U77UTY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON m
9 CONSTRUCT TOE DRAIN TO TERRACE DRAIN TRANSITION PER DETAIL ON SHEET 3 1 THESE DRAWINGS. g Q1
33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SI7E AND BE SOLELY SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 m IT
10 CONSTRUCT 4"THICK PCC 600 SIF H
WHETHERRESPONSIBLE FOR OR NOT SUCHDAMAGE
F CIU77ES ARE SHOWN ON FACILITIES
THESESPLANs DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, SOUTHERN CALIFORNIA EDISON COMPANY 1-800-684-8123 11 INSTALL 8" PVC SDR35 DRAIN LINE 1,282 LF OWNE DEVELOPER SOILS ENGINEER
MEDIA ONE CABLE TV 1-909-674-7741 12 CONSTRUCT DOWN DRAIN TO DRAIN INLET TRANSITION PER DETAIL ON SHEET 3 11 EA PARDEE HOMES PACIFIC SOILS ENGINEERING, INC.
34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE 10880 WILSHIRE BLVD., SUITE 1900 7715 CONVOY COURT
APPROVAL 13 CONSTRUCT 2.5'WIDEXI.5'DEEP TRAPAZOIDAL CHANNEL PER DETAIL ON SHEET 3 2,420 LF LOS ANGELES, CALIFORNIA 90024 SAN DIEGO, CALIFORNIA92111
UNDERGROUND SERVICE ALERT(U.S.A.) 1-800-422-4133 14 INSTALL"PYRAMAT" PER DETAIL ON SHEET 2 TELEPHONE (310) 475-3525 TELEPHONE: (858) 560-1713
35. APPROXIMATE DATE OF., 14 SF
BEGINNING OPERATION.JULY 2004 15 CONSTRUCT 4" AC OVER 8" AB 1,276 SF
COMPLETION., OCT. 2004 16 CONSTRUCT ENERGY DISSIPATOR DETAIL ON SHEET 3 1 EA NOTE TO CONTRACTOR
36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3 INCHES WILL BE PLACED 17 PIPE TO CURB OUTLET CONNECTION PER COUNTY OF RIVERSIDE STD.308 ON STREET PLAN 11 EA TRACT TRACT 31706 PA 22 WILL BE GRADED CONCURRENTLY WITH THIS PLAN
IN FILLS WITH ROADBED AREAS OR 3 FEET OF FINISH GRADES, UNLESS THE LOCATION, MATERIALS,AND DISPOSAL METHODS 18 CONSTRUCT 6"THICK CLASS 2 AB COMPACTED TO 95%FOR TEMP.SEWER SERVICE ROAD 15,920 SF
ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER.
19 CONSTRUCT 1'WIDEXI.5'DEEP TRAPAZOIDAL CHANNEL PER DETAIL SHT. 3 646 LF
37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL 20 INSTALL 18-RCP, 2000 O-LOAD 100 LF
38. A GRADING PERMIT WILL NOT BE ISSUED UN77L ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 21 INSTALL 2-10"PVC, SDR 35 1 200 LF WDID #833C300693
NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY
I CERTIFICATION: � y�°HESH��T��� - ?.. CITY OF LAKE ELSINORE CITY OF SHEET..
6gI��Qo I� 3 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE cF`�r, (CIVIL ENGINEERINGAPP T_T_M_ �O�'F�7�
4 ANDRSTATE LAWSN ANDNS OF A PERMDEVELOPMENT
SCAN BE ISSUED. LAND CITY No.29242 LAND SURVEYING LAND PLANNINC; OF., 9 -
�/ * enew:3-31-2007 * 1181 CALIFORNIA AVE.-STE.102-CORONA.CALIFORNIA 92891
5 M� r� (909)2804144 FAX(909)2ao41:0
TW❑ WORKING DAYS 6 K N SEUMALO, R. .E NO.56915 DATE Slgj CIVIL �� JJJ������""" ROUGH GRADING PLAN FILE N0. cj
FOF CA�IFp'b a RCE 29242 03-31-07 /I--
EFORE you BIG 7 JOSEPH HA TGE LICENSE NO. EXP. DATE W.O. FOR: F.B. W�� =L