HomeMy WebLinkAboutTract Map 22148 Lot 94-95 Precise Grading t .
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GRADING NOTES : -) GRADI .,,-\
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1. ALL GRADING SHALT- CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, AS AMENDED BY \
ORDINANCE 457. FOR :
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2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. DRAINAGE SWALES SHALL BEA
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: t.
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH.
5. ALL GRADING SHALT_ BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL �� `. �. \ AC NO8
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CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
REPORT FOR ALL FILLS OVER V DEEP. /
\ \ \
•
6. A REGISTERED CIVIL ENGINEFR SHALL SUBMIT TO THE C17Y OF TEMECULA'S ENGINEERING DEPARTMENT
WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED I I! III \
1
GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ; \ \� ,'\ /'�
ELEVATION AND LOCATION OF CUT FILL SLOPES.
7. PROVIDE A BROW DITCH DESIGNED T ' `� \`
E ED 0 HANDLE 100 YEAR Q STORM FLOWS, ALONG TOP OF CUT SLOPES. I I : l % \
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. � � '� \` \ � �` ,,' �s /� \ LEGAL DESCRIPTION SOILS ENGINE
---- ER
9. ALL GRADING SHALT_ BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS i ( \�,
INVESTIGATION BY HIGHLAND SOILS. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED , \ \ y �� ,' 9� y LOTS 90 THROUGH 96, OF TRACT NO. 22148, 6EaSOILS
TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND AS SHOWN BY MAP ON FILE IN BOOK 202 P-O. BOX 4g0
CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE , 'l / '� - PAGE(S) 92 THROUGH 104, OF MAPS, RECORDS OF 24890 TEFFERSON AVENUE
PRELIMINARY SOILS REPORT. RIVERSIDE COUNTY, STATE OF CALIFORNIA. MuRRIETA CA . 92564
�1 (.
165
10- THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE
166 \ 2 \ ( 909) G77 - 9GS I
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR 2R �` G4
TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694-6411.
` OWNER DEVELOPER :
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' 1N VERTICAL HEIGHT N I P R BASIS O
� F BEARINGS.
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 I '„ -- LUCAS & MERCIER DEVELOPMENT THE NORTHEASTERLY LINE OF IEMECULA RANCHO
___ 29712 AVENIDA DE LA BANDER AS AS SHOWN BY A PARCEL MAP ON FILE IN BOOK
INSPECTION. RANCHO SANTA MARGARITA, CA 92688
\ (714) 589-4480 1, PAGES 44 THROUGH 46. OF PARCEL MAPS.
j '�, RECORDS OF RIVERSIDE COUNTY. BEARING:
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, ,
' \ N 47' 41 03" W.
SOIL, AND OTHER DELETERIOUS MATERIAL �
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, � \,` � 100 .�
KEYED,
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED �i \ � 2 \.
BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. A ;
w; ` 99
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE ; 1 I ; 98 ` IR \1 V�
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND � 97 1 � GENERAL NOTES
DAMAGE TO ADJACENT PROPERTIES. " 2 2R \ \` O
U ( ` 1. CONTRACTOR AGREES THAT THEY SHALT_ ASSUME
/-' �j '` ME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. � � � \ � l CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
Lt~ �� `(�
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY >~ �� ' ` -�-- _�- AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE r 11
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND
USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ,Tri�T , ;T 1 /'�' / � ' , °<'• '
ftool THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE OWNER OR THE ENGINEER.
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1.5) SHALL BE SUBMITTED ' /���//��,�' � ,�,� ' ✓
BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL __ , , , I 93 I 0: � A � 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U11UTY PIPES, CONDUITS, OR STRUCTURES SHOWN
GH ON THESE PLANS OR OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED
18. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE I ,�1� ' / �,I I / `� T F-1,r" , ( 1 TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
A►+�KtNB�/ /�/ �r f �R , OF RECORD OR NOT SHOWN ON THIS DRAWING.
SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE I r, , , , , I , , � \ r r -I
GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL I r,�,�,',� �� �,�, ,�''��// /�� I _ `� )) J le
J 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES WHETHER SHOWN
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. .l ,',' � /���fi ' �(��� � � � � Y � HEREON OR NOT, AND PROTECT THEM FROM DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT
�,�� ,/, , �,�, ,/�� , , ^ _ OF SAID
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12 ON CENTERS j �� �- _ �� _ ., ,,,\ STRUCTURES SHALL BE BORNE BY THE CONTRACTOR. BEFORE EXCAVATING, THE CONTRACTOR SHALL
i VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND SERVICE ALERT: (800)
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND - - - - /-'/ \% lel
422-4133-
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' � - - -- __ S __ ._- _ _ / �
-- 4. THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HIMSELF WITH THE PLANS, THE SOILS AND/OR GEOLOGIC
IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS NTH BACKFLOW PREVENTION i � REPORTS, AND THE SITE PRIOR TO COMMENCING WORK.
DEVICES PER U.P.C., CHAPTER 10.R. ; ---- _ ,
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR r r I -/ \� i 5. NO CHANGES IN THE PLANS WILL BE MADE, UNLESS APPROVED BY THE DEVELOPER, BHA, INC., AND THE
A MINIMUM OF 3 FEET.
` ` ' \ / \ CITY OF TEMECULA.
I 89 6. ALL EXISTING GRADING AND IMPROVEMENTS SHOWN ON THIS PLAN ARE BASED ON THE ROUGH GRADING
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. I • I r \ l D G
80 I 81 i 1 PLAN AND IMPROVEMENT PLANS FOR COUNTY OF RIVERSIDE, TRACT NO. 22148.
83 \ /--�,
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY / % 2 � 2R I 82 � 2R \
CONSTRUCTION/GRADING. ' I , , \` /
1
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS I I /'' \ \ -'/ - 88
/-, 2R `
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING • - --
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO
�.
THE CITY ENGINEER FOR REVIEW AND APPROVAL
84
87
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CONSTRUCTION NOTES & QUANTITY ESTIMATE
BENCHMARK
/ _ - - N0. ITEM QUANTITY UNIT
COUNTY OF RIVERSIDE B.M. NO. 7-29-81
1 _ LOT GRADING 3 LOTS x 15 C.Y./LOT) 4_; _
Underground Service Alert 1 1\2 " BRASS DISC IN CONCRETE CYLINDER LOCATED FROM THE bhxlnc. \ 2 CONST. 4" SOLID-WHITE-
LINE TU BE REMOVED C Y
INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA ROAD
V, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION land plarnn , CMI Al MODEL CONVERSION __ IE
�9� A• SLlM9yk10 �. 88- L.F.
- - KEY MAP -3- -CONST HANDICAP PARKING SYMBOL LTC) RE'�IOVED \Q
OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. - i J
CORNER OF THE INTERSECTION 1' E. OF A 7' CHAINUNK FENCE, Al MODEL CONVE��SION) 1 E.A.
Call: TOLL FREE 51 1� AVENIDA ENCINAS -- - .. - \\osE�
4 INSTALL 3' HIGH WROUGHT IRON FENCE TO BE to s►�
t 1-800-422-4133 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. CARLSBAD 60 0 60 120 180 - -- -- -- -- __- _ L
r SUITE " "
FI x 0. CALIF. GAS VALVES 40 N. OF P.P. , ' CA. 92008-4387 � _ - REMOVED. AT MODEL CONVERSION 14-�
J - - - LF. VICINITY FIBERGLASS WITNFSS POST SET 1 W. OF MONUMENT.
(619) 931 8700 5 A.G. PAVEMENT "
T. NITY MAP
�' A.C./4 CL 11 A.B.) 3002 S.F. -
-- ADJ. DATE: 9- 13-82 ELEV. 1128.410 GF F.'Jr'I ; �, aALr - 1'- 6c- ' 6 REDWOOD HEADER 2"x4" _200-
TWO WORKING DAYS BEFORE YOU DIG
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�� RECOMMENDED By: /..&/*
r, . -� - - DATE: _ CITY OF DEPARTMENT CF PUBLIC RONALD LTEM ECU LA WORKS
:ontractor - - Horizontal y HOLLOWAY Plcm,3 Prepared Under upervi_wn Uf:
p SEE ABOVE _.. DATE: J 3�yy
r� 94 ACCEPTED BY: -inspector 1" - 60 � �• �Z71 _
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Exp_ 3-31-0 - Date: �- - _ - PRfNciF _ tNciNEER, FOR _�-�Y ENGINEER -\jL7; PRECISE GRADING PLAN
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-Vertical - `��' P TRACT N0 . 22148
Nate Completed
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PO a� No. 29271 � (o- 9� t_h LOTS g FJ MODELS
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Vertical PLAN,[)ate Completed N� '4j�,o`IC�lIL \i ` ! ) l� l�� C 1 1`. GRADING i �1 .AN, -
2� rr a- r R.C.E. No. Ex ,re.- 3- r
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