HomeMy WebLinkAboutLot 73-74 Precise Grading B�jTT
GRADING NOTES
PRECISE GRADING PLAN
1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM F��jF�asP
BUILDING CODE, AS AMENDED BY ORDINANCE 93-04.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. TRACT No. 23064 apm
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A Ra
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPE.
3. MAXIMUM CUT OR FILL SLOPES = 2:1 . SALES TRAILER
A9�q `sem
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL z
FILL SLOPES OVER 5' HIGH. Z VALLEY
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT Z
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY o,P T
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS �or � SIT
OVER 1 ' DEEP. o
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6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA 42
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 43 �o
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 44
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG `� 45
TOP OF CUT SLOPES. .� NORTH
46
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
ONE FOOT.
4-7
TOWNSHIP 8 SOUTH RANGE 2 WEST SECTION 2$
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF \ 48
THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES 2 VICINITY MAP
DATED JANUARY 17, 2002 �. 4-9
���� � � NOT TO SCALE
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE \ '50
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM 0 4 � ,I
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 101 �� \ 1 /
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
106
,\
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 6 52 LAND USE
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 10 5 a EXISTING LAND USE: SP 17
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 1 _ \,
EAC H LOT. 8 \ 54
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 1 %
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 102 \ � 5
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 10 `\ `� /� FINISHED SURFACE FS ELECTRICAL LINE E
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO �"� FLOW LINE FL SEWER LINE S
THE APPROVAL OF FINAL INSPECTION. 1 1 \� 1 1 � m ° -��� TOP OF CURB TC WATER LINE W
,i FINISHED GRADE FG GAS LINE -G-
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 100 HIGH POINT HP FINISH GRADE FG
� 12 56 PERCENT % EXISTING GRADE (1234.56)
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 99 TYPICAL TYP. PROPOSED GRADE 1234.56
LESS THAN 1/4!' PER FOOT FOR A MINIMUM OF 3 FEET. 13 ASPHALTIC CONCRETE A.C.
�7,7 GRADE BREAK G.B. CONSTRUCTION NOTE NUMBER98
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14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 1 CATCH BASIN CB EDGE OF PAVEMENT
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TOP OF SLOPE T.S.
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 97 �� 58 CUT/FILL TRANSITION --{f----j DIRT ROAD
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 15 1 EXISTING CONTOUR -(1125)- A.C. DIKE z/!
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 965
\ � PROPOSED CONTOUR 1125 SANDBAG LINE ®QpQ
15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 15 N ASPHALTIC CONCRETE A.G. FIRE HYDRANT
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER �� � PROTECT IN PLACE P.I.P. FH
IN ADDITION TO GROUND COVER SHALL BE PLAN- 0 1 BACK FLOW B.F.
15' IN VERTICAL HEIGHT, , �� \
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- z I \, 61
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE 3 18 \
PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER
62
U.P.C. CHAPTER 10.R. 19 4.0
SCALE: 1"=120'
92
16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR \ + 63
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 91 \0 20 39 ENVIRONMENTAL NOTE:
17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE \ \ THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA
21 THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE Cl 3 , DOES NOT IMPLY OR PROVIDE ANY AGENCY CLEARANCES FROM
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED \ 22 \ PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 89 \ 37 65YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE
23 +
18. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE
88
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS CONSTRUCTION NOTES 3h DISTURBANCE OR GRADING.
MATERIAL. 24
87
19. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF CONSTRUCT TEMP ACCESS S' AC OVER NATIVE 35 +� 67
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 2 CONSTRUCT CONCRETE TEMPORARY SIDEWALK PER LANDSCAPE ARCHITECT PLAN 86 \ '
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 3 CONSTRUCTS' AC OVER 4' AGG. BASE PER SOILS ENGINEER'S RECOMMENDATION 4
ADJACENT PROPERTIES. \ 26 ' , NOTICE TO THE CONTRACTOR:
�4 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 207 85
-53
20. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE ® CONSTRUCT GROOVING PER DETAIL HEREON 2!
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 84 I 69 STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO a 2x4 REDWOOD HEADER \ 28 32 AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA,
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ® INSTALL WHEEL STOP PER CITY STD. 205 TYPE F ` EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL 29 31 ltd DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR
BE PERMITTED. 82 COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND
+ 30 71 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE
22. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL 81 PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN.
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED 72.
ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS.
PLAN TYPES
23. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS 75 74
(1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT T 7 \��� \
FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT
162 16371
164
78
160
159
2916 3360 3393 3212
158
109 157
156
iR s F 17820 Redhill Ave.
155
Sf BUILDING AND SAFETY _._._.ry - --
REVIEWED FOR COMPLIANCE WITH A TITLE 24 _."._._ -. `" 154
D 0 K c H Irvine,CA 92614 DISABLED ACCESS REQUIREMENTS ONLY w
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Voice. 949-251-8821 1264 CORONA POINTE COURT APPROVED BY. __ _._wmw
CID
C H U L T Z FAX: 949-251-0516 CORONA,
CA 92879 _,. _ 65
(951) - FAX (� 372- m �._.m
T7 CD
64
I N E E R S SURVEYORS NAME DATE s3co
62
CONSTRUCTION A Y AT AC SCA �QF E S S/p ES Y Y Y o
Y OF TEMECULA
RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 O Q J ��� WPS WPS EJL RECOMMENDED BY: DATE: CIT W
& 1/2- BRASS DISK IN CONCRETE CYLINDER, 3.4 MILES HORIZONTAL ���yaP�p �F� �� ".CLANS PREPARED UNDER THE SUPERVISION OF
CONTRACTOR SOUTHEASTERLY ON HWY. 79 FROM THE INTERSECTION p
OF MAIN STREET AND FRONT STREET IN TEMECULA, AT _ / ACCEPTED BY: DATE: �� of TcGPRECISEGRADING PLANo
SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 AND AS NOTED c� No. 052496 �-, ir.. ti t N
-7 DATE: RONALD J. PARKS
INSPECTOR AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER � Exp. 12-31-06 DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 23064 SALES TRAILER
n
LINE OF HWY. 79. AT THE NORTHEAST FENCE CORNER OF EDWARD J. LENTH
6' CHAIN LINK FENCE AROUND WELL SITE. 9' SOUTH VERTICAL CSV 11- �Q o
DATE COMPLETED AND 2' EAST OF NORTHEAST FENCE CORNER. SET 9�� F��� 2-31-06rr SHEET OF n
FIBERGLASS WITNESS POST 1' SOUTH OF MONUMENT N/A OF OAL� R R.C.E..C.E. NO. 052496 EXP I RES: R.C.E. NO. 19744 EXP I RES: 9-30-07 r ->aaa.. LO
ELEVATION: 1052.514 0
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31
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26.87' 24:46'_ __- __ �_ i
f77 G -- I �� 259.0 __ FH
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FG 256.1_ 42.98
6 FGQ
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.�- 259.03 258.9 258.13 t� G r_...
GF 12 59. j I / `L .FFG FG FG
\258.53
1 - - ---� 7 2% FG 258.3 t
2 � 0 71
FG
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25&9 IG / s ---- _-________ \ t E
259.59 259.43 t 'rte
259.2 ll FG FG _. 259. 3
F F-- 12 C 0.17 k 1F I 259.67 ®o o 2-�-d FG t
FG - __.�-_ 5 27 PAD= 1258. 3
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PAD= 1259.5 ' 259.59 �� t.
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1
I 259.67 -27.-47.- 0 258.93 _. c
259,2 TG I FG 59.4 - 259.33 FG
258,4"- INV FG
- 24'X60'
4q SALES TRAILED
.00 FF= 1259.67
{ X8.9 TG ; PAD= 1259.0
_ a" _ J ?'m I NIS
1 260.20 �� 1
259.70 I Cn t
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-- -_ r 2% 12j_.- 259.7 258.95 259.15 LL _ t72
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CONSTRUCTION NOTES
a CONSTRUCT TEMP ACCESS 3" AC OVER NATIVE
APPDXIMATLY 3/4'> Q CONSTRUCT CONCRETE TEMPORARY SIDEWALK PER LANDSCAPE ARCHITECT PLAN
ON CENTER CONSTRUCTS' AC OVER 4' AGG. BASE PER SOILS ENGINEER'S RECOMMENDATION
1 44 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 207
a CONSTRUCT GROOVING PER DETAIL HEREON
S E 17320 Redhill Ave. BUILDING AND SAFETY
CENTEX HOMES a 2x4 REDWOOD HEADER Z
Suite 350 REVIEWED FOR COMPLIANCE WITH A TITLE 24 Q INSTALL WHEEL STOP PER CITY STD. 205 TYPE F
Irvine, CA 926141264 CORONA POINTE COURT DISABLED ACCESS REQUIREMENTS ONLY
Voice: 949-251-8821 APPROVED BY, 1/4"
5 C H 11 L T Z FARC: 949-251-0516 CORONA,
CA 92879 SCALE: 1"=20'
(91) FAX (951) 372-2819 CD
PLANNERS ENGINEERS SURVEYORS 4:111, NAME DATE ® GROOVING DETAIL CD
PA06-0144 c
CONSTRUCTIONRD DATE BY REVIS11ONS DATEACC` Y Y Y a
GALE Q�pEESS/p� RECOMMENDED BY: DATE: /P A KS
RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2DRAWM NO.
O J �l WPS WPS EJL
CITY OF TEMECULA
CONTRACTOR & 1/2° BRASS DISK IN CONCRETE CYLINDER, 3.4 MILES HORIZONTAL
SOUTHEASTERLY ON HWY. 79 FROM THE INTERSECTION 'CLANS PREPARED UNDER THE SUPERVISION OF
OF MAIN STREET AND FRONT STREET IN TEMECULA, AT Z ACCEPTED BY: DATE: /! 01 T
SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 AND AS NOTED No. 052496 m w ��� "°tPRECISE GRADING PLAN
M
INSPECTOR AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER Exp. 12-31-06 DATE: RONALD J. PARKS o
LINE OF HWY. 79. AT THE NORTHEAST FENCE CORNER OF EDWARD J. LENTH DEPUTY DIRECTOR OF PUBLIC WORKS r ;;r, TRACT 23064 - SALES TRAILER
6' CHAIN LINK FENCE AROUND WELL SITE. 9' SOUTH VERTICAL
DATE COMPLETED AND 2' EAST OF FENCESET
FIBERGLASS WITNESOSR POST T1' SOUTH O FN MONUMENT N/A 9TF OF CAL\F��� R.C.E. NO. 052496 12-31-06 OrrroN�i9ae ... LOTS 73 TO 74 Ln
EXPIRES: R.C.E. N0. 19744 EXPIRES: 9-30-07
ELEVATION: 1052.514 xsa SHEET OF r
I