HomeMy WebLinkAboutTract Map 22148 Lot 80-89,93, 96-100,160-166 Precise Grading i
PRECISE GRADING PLAN
GRADING NOTES: G,� ;
1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, AS AMENDED BY �\ \a\p' �, FORO
ORDINANCE 457. ��Q► OQ+ \ \ \,
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BEs 1X DRAINAGE SWALES SHALL BEA 7 ,� �A G \ �\�� �\
MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2, FROM THE TOP OF CUT OR FILL SLOPES.
3. MAXIMUM CUT AND FILL SLOPE - 2:1. 1¢04691�� N
4. PROVIDE 5' NIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. ' /// 01 0� \\\ �� \ `\%\ z` TRACT .1N- 0� 6
2 2 1 A18
\ � \
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION I I/l • \\ • �\` 'L� `�
REPORT FOR ALL FILLS OVER 1' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECUu'S ENGINEERING DEPARTMENT I J + �` \\.\ + ,61 \\\`�+ ', -/ LEGAL DESCRIPTION SOILS ENGINEER
WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED f `� \;\
GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, \�;+ 10e /, LOTS 80 THROUGH 89, LOTS 93, 96 TNROIJOW 100 GEO .SOILS
ELEVATION AND LOCATION OF CUT FILL SLOPES. I I , ` �� \``\ 16�- ���' /- -/ AND LOTS 160 THROUGH 166, OF TRACT NO. P.O.BOX 490
22148, AS SHOWN BY MAP ON FILE IN BOOK 202 24890 JEFFERSON AVENUE
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM FLOWS, ALONG TOP OF CUT SLOPES_ ; �� ,�� \ `.� / /.� PAGE(S) 92 THROUGH 104. OF MAPS. RECORDS OF A 92564
RRIAC
,ET
RIVERSIDE COUNTY. STATE OF CALIFORNIA. MUU
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. I ` �• \ \�` \ j -- \ ) 677-9651
C
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS ! ( ; `� 6A ,\` \•\ .��� %'-
INVESTIGATION BY HIGHLAND SOILS. Two SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED I 1 \ 1 �► / OWNER / DEVELOPER BASIS OF BEARINGS'
TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND
CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE"RECOMMENDATIONS OF THE + �. - LUCAS do MERCIER DEVELOPMENT
PRELIMINARY SOILS REPORT. 1 165 \+ - / ��'� i �' 71 THE NORTHEASTERLY LINE OF TEMECULA RANCHO
29 2 AVENIDA DE LA BANDERAS
AS SHOWN BY A PARCEL MAP ON FILE IN BOOK
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE ' i 166 \ 2 \� j-� �� RANCHO SANTA MARGARITA, CA 92688 1, PAGES 44 THROUGH 46, OF PARCEL MAPS.
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR ( 2R ; G4'� /j=� �,. (714) 589-4480 RECORDS OF RIVERSIDE COUNTY. BEARING:
TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694-6411. ` Y / ��- ` ��' N 47' 41' 03" W.
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER
THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE __
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 TO THE APPROVAL OF FINAL �`'�- _ / %' GENERAL NOTES
INSPECTION.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, - , 1. CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
DEBRIS, TOPSOIL. AND OTHER DELETERIOUS MATERIAL - \ - G"( �i3 1CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
100 +� GV3� Q AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, ��iGGG WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND
KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED ��y 1 ' `\• 2 \+� Ci�1'1vv p►�1 THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION VNTH THE
BY A REGISTERED ENGINEEF: PRIOR TO PLACEMENT OF FILL MATERIAL W: `� \ �; CJ" O` QPERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
\ 99 \ + SiG�j O�j p► ���J OF THE OWNER OR THE ENGINEER.
14. DURING ROUGH GRADING OFERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE I I I 98 IR +� +\, . ' X00 CJ O G►�
STRUCTURES, TEMPORARY I RAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND >� ; 97 ' 2R \ �� O 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN
M,�
DAMAGE TO ADJACENT PROPERTIES. ? d I 2 1 . QPON THESE PLANS OR OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED
TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. C �, I \ �, `\ ��j O► OF RECORD OR NOT SHOWN ON THIS DRAWING.
I
16. ALL EXISTING DRAINAGE COARSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY , 11 I 1 l�0 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES WHETHER SHOWN
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE .,I •M ; x' HEREON OR NOT, AND PROTECT THEM FROM DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID
USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. �� �� f ' STRUCTURES SMALL BE BORNE BY THE CONTRACTOR. BEFORE EXCAVATING, THE CONTRACTOR SHALL
7 �`` VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND SERVICE ALERT: (800)
17. STABILITY CALCULATIONS WI M A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1.5) SHALL BE SUBMITTED _ ! '((����� ' !� �� ������� + 422-4133.
BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL � V� ' � ����������� 93 I 82
HEIGHT. - - - (` ��' , �� 4. THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HIMSELF WITH THE PLANS, THE SOILS AND/OR GEOLOGIC
�� 1 I \+ J Ti a �'-r REPORTS, AND THE SITE PR10R TO COMMENCING WORK.
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE ,
SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE ` 2R r/ �'� �'rrf �, �� �l1,-, if 5. NO CHANGES IN THE PLANS WAtl BE MADE, UNLESS APPROVED BY THE DEVELOPER, BHA, INC., AND THE
GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL ; ��� ,','(',' ',' - I /' CITY OF TEMECULA.
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. t ��
__ ' 6. ALL EXISTING GRADING AND IMPROVEMENTS SHOWN ON THIS PLAN ARE BASED ON THE ROUGH GRADING
I iii �,� ,/, __
19. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12. ON CENTERS �- --� � \'-1 -',\ PLAN AND IMPROVEMENT PLANS FOR COUNTY OF RIVERSIDE, TRACT NO. 22148.
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL
MONIQUE CIRCLE_
BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' _
IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION
DEVICES PER U.P.C., CHAPTER 10.R.
/
20. FINISH GRADE SHALL BE SLCPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4' PER FOOT FOR ► r ( /'- -
A MINIMUM OF 3 FEET.
+\ �' 89
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. I 81 • 183 1 .-�
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY / 20 PHASING TABLE
2R ( 82 2R \
\ / -
CONSTRUCTION/GRADING.
I I 88 LOT PLAN ADDRESS
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ;' � i � ,,/�- \`, `
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING ' / 2R ,�+ PHA I
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO / /
THE CITY ENGINEER FOR REV,EW AND APPROVAL / I / 84 YODEL 94 2AR 31794 MONIQUE CIRCLE
1 87 \. MODEL 95 1B 31772 160 2BR 40727 CALLEKATERINE
CIRCLE
---- _
2 1A 40741 CALLE KATERINE
162 2CR 40755 CALLE KATERINE CALLE KQT�RIf�1F_
163 1C 40769 CALLE KATERINE SITE
100 2A 40782 CALLE KATERINE v�-
\\�-.` 99 IIAR 40796 CALLE KATERINE 4� ot'�a WAY
85
-�-- 2R 86
PHASE 2 �*
164 18R 40783 CALLE KATE-RINE TP
------
-� •----___-__- _ 165 2C 40797 CALLE KATERINEO -
r /� r '- - 166 2AR 40811 CALLE KATERINE p ��► o �`
1 rl A C J \ SIP, -----__ - _ _-- 98 28R 40810 CALIF KATERINE
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L 2 J-r 8 89 1 C 31894 MONIQUE CIRCLE to a�
\ - 88 2BR 31916 MONIQUE CIRCLE
87 2C 31939 MONIQUE CIRCLE RA�,or►o �,
BENCHMARK _ 86 1 A 31950 MONIQUE CIRCLE
COUNTY OF RIVERSIDE B.M. NO. T-29-81 PHASE 3 gyp,
Underground Service Alert 1 1\2 " BRASS DISC IN CONCRETE CYLINDER LOCATED FROM THE Inc.
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INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA ROAD, p >
1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION land h0' CM rp remki"im V0• wrvewQ ' KEY MAP- 85 2AR 31885 MONIQUE CIRCLE 15OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. - -= EARTHWORK 84 1B 31863 MONIQUE CIRCLE
Call: TOLL FREE
CORNER OF THE INTERSECTION 1' E. OF A 7' CHAINU5115 AVE IDA ENCINAS NK FENCE, 83 2CR 31841 MONIQUE CIRCLE S\\of-GO
21'x16' AROUND SO. CALIF. GAS VALVES, 40 N. OF P.P. SUITE 'L" 60 0 60 120 180 82 1C 31819 MONIQUE CIRCLE
1-800-422-41M94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. CARLSBAD CA. 92008-4387 LOT GRADING 81 2AR 31797 MONIQUE CIRCLE VICINITY MAP
FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. (619) 93 -8700 _GRAPHIC SCALE - ' 60' 2 3 LOTS X 15 C• Y • LO T I 80 2B 31775 MONIQUE CIRCLE N.T.S-
I93 1A 31816 MONIQUE CIRCLE
ADJ. DATE: 9-13-82 ELEV. 1128.410 TOTAL 345 C . Y . 96 2CR 31750 MONIQUE CIRCLE
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE: BY: REVISIONS ACC' 017le BENCH MARK SEA Designed By Drown By Checked by DrawingNo.
4 14- R.►�. A �,p,V (S SCALE: �QppfE _. K1.H l'. _._ ('.`_ _ _')_,,--- M lI{ 11. RECOMMENDED BY: DATE: CITY OrC TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor VAeD OOAIA/-LOTS ellaO- Horizontal RONALD L Plans Prepared Under Supervision Of: /
Inspector SEE ABOVE 1" = 60' HOLLOWAY D �I �- ACCEPTED BY: - DATE: ? TY -\ ,
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PRECISE GRADING PLAN
>t9Z71 Dote: -� PRINCIPAL ENGINEER, FOR ENGINEER
Vertical �. �,-� RA,�oNo � CASEY TRACT N 0 . 22148
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Date Completed .,
N/A AOR R.C.E. No. 29271 3-31-95 R.C.E. No. 41880 Explr" 3-31-96 "' i9=9�. LOTS 80 - 89993996 - 1009160 - 166
Expires: Sheet 1 of .9
41� 094
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NOTES
A� JA t1`rR rry EASEMENT TO SOUTHERN CALIFORNIA EDISON COMPANY
PER INSTRUMENT NO. 299284 OF O.R. REC. AUG.31.1994 . 31 \
® A WATERLINE EASEMENT TO THE METROPOLITAN WATER DISTRICT OF65• \\\
)RAC7 N ,�' SOUTHERN CALIFORNIA PER INSTRUMENT REC. JUNE 24, 1958 IN BOOK \\ \ \
'prr.�► c�vTJ<1 2290, PAGE 590 OF O.R. ��
® A PUBLIC DRAINAGE EASEMENT TO THE COUNTY OF RIVERSIDE PER �\� \ \ ALI �\ _
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/// 6 G SCALE' ��`OFE lO�I MNS OL-r/ CL. MHS RECOMMENDED BY' DATE: CITY OF TEM ECU LA DEPARTMENT OF PUBLIC WORKS Drawing No.
Contractor yRONALD L Plans Prepard Under Supervision Of:
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ACCEPTED BY: /Z DATE: ���
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No's 7r OF CAIt R.C.E. No. 89271 Explrea: 3-31-8S R.C.E. H& 41880 E,aRI�.. 3-bt-26 `19fi9 '
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