HomeMy WebLinkAboutLot 87 - 88 Precise Grading GRADING NOTES
GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING
1 . ALL GR � �►
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
Tract N4o ■ yti�
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM
VIA RAMI
OF 2' FROM THE TOP OF CUT OR FILL SLOPES. CROWN IPAl�/1
3. b 2 PLAM
MAXIMUM CUT OR FILL SLOPES = 2: 1 . d "ing
RDADT ALONG THE TOP OF ALL in
OR E UIVALEN
s WIDE B
Y 1 HIGH BERM Q Gr
4 PROVIDE
r
FILL SLOPES OVER 5' HIGH.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT iler
BEEN PROPERLYraAT ALL FILL HAS � rSOILS ENGINEER WHO SHALL CERTIFY TH or7
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS �• pXo pD-
OVER 1 ' DEEP.
In
Colty
23143 6
of
Temecua
Sate of C
li
orni TO � DIE80 ION
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA 7
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH ��
HWY. 79
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 109
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, _- 9 '`■"1' r T ' \
\ / � - T - � 1 1 \ � � PROJECT SITE
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. �- 105 \
�_ -- \ / � 1 1 1
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG _-- 104 10e 96 j \ 1 I 1 105 \ \ VICINITY MAP
TOP OF CUT SLOPES. _ 102 103 106 100, \ \ 1 1 103 1 104 1 \
102 1 NOT TO SCALE
_ 100 101 107 93 g7 / \ \ 101 1 1
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 99 \ \ 100 \ 1
ONE FOOT. I /�
W 97 9a 1 99 _,.......
92
go
95
!!,
9.
ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 106 \ \ I I I / , \ �' � .�•�•-� I
THE PRELIMINARY SOILS INVESTIGATION BY: PETRA DATED JUN 42001 . 95 \ 78
\ 1 90 1 a1 I 821 / �'.� 91 IK X 1 1 I
S6 \ I I 1 83 / 84 / / \ \ 90 \ 1 25 1 24 1 23 1 I
\ - _ - / a5 / 1 1 1 I ��
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 94 r -� / / \
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- ; ""` _ \ 77 11 / I" / \ IN
\ \\27
57 - 7` -� - J LANDSCAPING NOTE:-
ANCE
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- /\ \WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 93 � U r r - r� �� �~ "-• � / \ � \ �i / � l / 1
®. \ \ / / COLOR PLANTS WILL BE ADDED AT THE FRONT DRIVEWAY AREA AS ILLUSTRATED. THE
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 92 _ _ _ _ 75 1 741 73 172 1 71 / 30\ \ I / { ANNUAL COLOR WILL BE IN DECORATIVE CONTAINERS AND PLANTED IN THE SLOPE
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE \y \ / / 1 AREA. A TEMPORARY DRIP SYSTEM WILL BE UTILIZED. SPECIMEN TREES WILL BE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 59 - 1 _ 1 _ / 70 \ 31 \ � \ \\ 1a 119 / / // USED ON THE SITE AS NOTED. THE 24" BOX TREES WILL REMAIN IN THE NURSERY
VE PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 82 91 - - r I / \ I / 20 / / OUT WITH THE SAME SIDING THAT IS USED TO
TION MUST BE APPROVED r � - � 32 \ \ / !� BOXES. THE BOXES WILL BE TRIMMED
I I I 69 /� \ '� 17 \ DRIP SYSTEM.
EACH LOT. I I I i � � \ \ \ \ / 21 �
� 52 53 60 I I 163 I I I I sd \ \ \ / / � SKIRT THE BASE OF THE TRAILER. THESE TREE WILL ALSO BE ON A
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL -- 90 a9 I 61 62 64 65 66 67 I � \ \ \ 16 � � THE DIRT AREAS WILL BE SPRAYED WITH A MULCH MATERIAL TO PRESENT A UNIFORM
I I I I I I I I I � 34 \ \ \ / FINISHED LOOK.
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL g4
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE '� \ � \ \ 15 \
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
�''�
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 87 88 I IRA T I I I I 1 \ 37 \ \ \ 12 \ 3 \ y
I I I I I 3a \ \ \BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 51 1 23143-3 1 47 1 46 1 45 1 44 1 43 1 42 1 411 40 1 39 1 \ ` \ 11 \ \ 4 \ y / / -
MATERIAL. 1 501 49148 1 - 1 - 1. � � - - _L - 1 - 10 \ 5 \ y i/ j ` ' ,.
+ /
---
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN Z
_�. m.... .�- :. 113 112 1 � 6
CATCH BASIN
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. �"- '�"` - - - --�-• --- ..
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF _ 7 \ y
FILL MATERIAL. >1QX -ROAD
v
BU7TER1�'IELD STAGE RD ~= 1 111-' a / N I m
�.,,� .�,�� �� �. � _.._�. ,.._.�._...._.$"SWR.-... ._..._..._... _.... ._,.. ...... _... ...._..._.� .�...._. .,�...-..L
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF ` _ /C /
30
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO TRAILER
�. :-�.,. -.. 110 / / / vs 1.11>� `D (1 .11�; o
ADJACENT PROPERTIES. �. '"
LOCATION �' to
n � - �OTHER METHODS AS APPROVED
15. T SHALL BE CONTROLLED BY WATERING OR 0 �!
BY THE DIRECTOR OF PUBLIC WORKS. ' _
/ � M, � " 32.4 c �i
FS
IL
BASIN .
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE + � ` ,� / ,�;' ` / /�` V�.EXI-.,,-.CATCH� � ~�TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE LEGEND / r. � - LO
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO so. SCALE: 1 = 150 - qt
POTTED-
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 0000.00 87' 49' DRIVEWAY
TOP OF CURB .� / ^��� ca-� 70' �, r oo o
TC LOTS INCLUDED �* , 3� m ` ,' n o
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) I ' ll�L0 LL_
// rL_ I,
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT FLOW LINE FL 5 �? + ! = 33.551 $
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
HIGH POINT HP INDEX MAP , A / 33.54 1 0% N � 1 00
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 1
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- FINISHED GRADE FG 2
HALL BE GIVEN. IF AN ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) S � / / ARIES 35' '�' 3 33.80 �
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL33.60
- CL Fs-os 43' -
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. F I N I SHED SURFACE FS / 18' TYP. 33.s0 �-
/ / FS ~ � �- 00
MULCH
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE GRADE BREAK GB 1*
PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES0 CN
OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE GARAGE FLOOR GF 0000.0 VARIES 60' / / to ~m
h
33.90 _ - r- ►�;�'' �� 2�
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS / 1.0% -
� LOT 88 � / / � / � Fs °' � 1.ox � "' �°�g X
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20 ON CENTER; COMBINATIONS, PAD ELEVATION PE 0000.0 LOT 87 SI&E1 / / �� 34.05 `-Y;' '
15' ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT / 1.27 J� 33.5 1
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER VARIES 35' 35' 43' / / / 34.00 fi a fi.88X �� 34.05 PE=.12 35'1
FINISHED FLOOR FF 0000.0
10.R.
17 � // / / FS � . - se� FS 34.10
2 33.9 7.4� 33 S2 FS
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT WATER SERV I CE -----Q I%MAX1 1 X. / / / GULCH FS M x `~ o LOT 88 o
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. , /
/ • FS.5 6 FS Do PE = 1234.0
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COU SHALL BE PERMITTED. SEWER SERVICE --Q / LOT 87Lj
/ / PE = 1234.0 SALES TRAILER v ro �� �MULCH �� �
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR DR I VEWAY / FF=1236.5 of� •ca
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. --- -- SECTION A
1-0 X Cr
�'
SLOPE NOT TO SCALE I I •o 5
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE .
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- I N
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON LOT NUMBER /12\
1 _��35r FS 90.36' � 34.50 1235.0 � n
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED CONSTRUCTION N & QUANTITY ESTIMATE I I I
FS TS .22 �
NGINEER FOR REVIEW AND APPROVAL. UNIT TYPE/ELEVATION \jA -Lit
so.22 s
I EASE�NTSwTQ E,MATE Pill
o
TO THE Y
INVERT ELEVATION IE N0. ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT I E.M.W.D. - - - -
1 R.C.W.O. INST. NO'Sw� ��0
1 CONSTRUCT 3" A.C. PAVEMENT NATIVE MATERIAL 2,800*800t S.F. s 1 4 1888 & 46531 96 .
[V
I RESPECrtI ELY/10/96
BACKWATER VALVES BW �� I I
NOT 4" BOX MAGNOLIA GRANDIFLORAQ2 INSTALL CONCRETE WHEEL STOP 4 EA � QBASIS OFII ]BEARING �. 2 I
THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE (STD. ) PER SPECIFICATIONS, O3 13" CONCRETE OVER NATIVE MATERIAL 650* S.F. c'0.
OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. HEREON
CENTERLINEHAND WATER
23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF PARCEL _r
MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
>� SALES FLAGS I I
CALIFORNIA, EING NORTH 16-56'06 WEST.
COUNTY, I I BUTTERFIELD STAGE ROADV)
w
UNDERGROUND SERVICE NC MAR
SOURC OF TOPOGRAPHY WN V P I , /
ALERT PLANNING ■ DESIGN ■ CONSTRUCTION COUNTY OF RIVERSIDE B.M. N0. T-1-81 EL=1026.428
" BRASS DISC IN CONC. CYLINDER 2.4 MILES SOUTHEAST ON HWY. 79 ANALYTICAL PHoTOGRAtvNuETRIC SURVEYS, INC. GREYSTONE HOMES S ALES TRAILER 0
r
2 1/2 B 647 MAIN STREET, SUITE 1A 40980 COUNTY CENTER DRIVE _
X00 FROM INTERSECTION,MAIN AND FROM STREET IN TEMECULA AND FRONT STREET RIVERSIDE, CA 92501 SUITE 110 20 0 20 40 60 Z
CALL TOIL. FREE 27W YNU ROAD, TEMECULA 53.3 SOUTH OF CENTERLINE HWY. 79, 3.2 EAST OF GT POLE o
■ �AECULA,CALIFOFNA 92 1-46T9 I N
1-$00-422-4133 (GT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 686-5103 TEMECUAL,-CA. 92591
CONSULTING �.WMXM2 is FAX 909.676.7240 • wwwfw.�� (909) 719 1464 0
i
P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE FLOWS SEPTEMBER 30, 1999 ATTN: BOB DIET-L GRAPHIC SCALE LD02-243 G R z
TWO WORKING DAYS AFORE YOU DIG WITNESS POST 1 SOUTH OF MONUMENT.
DESIGNED BY DRAWN BY CHECKED BY Drawing No . o
CONSTRUCTION RECORD DATE BY REV i S I ONS DATE ACC'D BENCHMARK SCALE Quo s s fay' RECOMMENDED BY: DATE: CITY OF TEMECULA
A. JIMENEZ J. TANNER DEPARTMENT OF PUBLIC WORKS i
TA NNE � A A. JIMENEZ �
HORIZONTAL A-- �� y�, P I ans Prepared Under The Supervision Of
Contractor �,
rn 4ACCEPTED BY: 4DATE: �� 3 CROWNE HILL TRACT 23143-6 0
1" = 20' W No.60132 ^� - Z 43 DEPUTY DIRECTOR OF PUBLIC WORKS - `"
Exp. os/30/04 Date: RONALD J. PARKS _ LOTS 87 & 88 - PA02-`0705 Q
Inspector '� JOHN D. ER, III
H
VERTICAL sf Cl \. �! TEMPORARY SALES TRAILER o
'jF � 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 '119 ,; PRECISE GRADING PLAN SHEET 1 OF 1
Date Completed 1 R.C.E. No.
N/A OF C kV