HomeMy WebLinkAboutLot 1,84-87, 101 Precise Grading GRADING NOTES:
GRADING
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, oAD
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. �'�Nqy� a ,moi* PROJECT SITE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X. DRAINAGE SWALES SHALL BE A �
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. � VIA RAMI AU® n
3. MAXIMUM CUT AND FILL SLOPES = 2:1.
r
� A� M�CA� � CE rn
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. IS ROAD o
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALLCr
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CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION i �` %
REPORT FOR ALL FILLS OVER 1' DEEP.
6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN P10 PICO
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING RD'
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, Row
ELEVATION AND LOCATION OF CUT FILL SLOPES.
Ham- �
7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES.
TO SAN DIEGO
I!. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. ! VICINITY AP
I CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS
�• �„ •�• µ' NOT TO SCALE
RfVESTICA
Si. ALL GRADING SHALL BE DONE IN
T"R BY PEFR�R NO. 241-01) DATED Off-27-02 AND ALL
ADDENDA THERETO. TWO SETS OF THE NAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY P.L.
PLAN
CROkNNE HILL CARLYLE
BUILD OUT TRACT NO 23143 8
LOTS 1 84 87 AND 101
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND 7 6 5 4 3 2
�z �r
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF
THE PRELIMINARY SOILS REPORT. 1 X MIN. ,� li
10. THE CONTRACTOR SHALL NOTIFY THE CFFY ENGINEERING DEPARTMENT, TEL (909)694-•-6411 AT LEAST 24
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION J"I / / o
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
W
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SUES EQUAL TO OR // 2 2'
GREATER mtw
THA14 T Rf VERTICAL HETG fF' SHALL BE PI�kI�t W WITH GRASS OR GROU!1D COVER AS SHOW, � / /' PUBLIC � 5
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN / UTILITY MIN'
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. _ +� / // ' EASEMENT MIN. B 2% B
�-- - --I + ���� INDEX MAP A M-N
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, "LE COURT / / Z
bt
DEBRIS, TOPSOIL. AND OTHER DELETERIOUS MATERIAL. # 3Q 13 3wg dD -
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, // // GRAPHIC SCALE: 1"=30' PUBLIC
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL UTILITY
� � f EASEMENT
14. D UR17C ROUGH MOM OPERA71CWS AND PRIOR T'0 OF PERMANENT DRAIRAGE 1P.
a 5'
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER
PUBLIC
AND DAMAGE TO ADJACENT PROPERTIES. / // / UTILITY
/ ,l` 0 o EASEMENT
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER A ,�, 100 i 1 D2 103 104 105
/ % /
Z h-
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO , ESPECIALLY
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST �� CONSTRUCTION NOTES: TYPICAL LOT
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
CONSTRUCT .3" NDS A TRI UM GRATE (SEE DETAIL A SHEET' 2) .�
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH 1.5 SHALL BE �v DRAINAGE DETAIL
( } x I l r x .r PCC V DITCH (SEE DETAIIC A; SHEET 2) rcr.&
SUBMITTED BY A saILS TO THE CITY DEPARTMEW FOR CUT AND FILL SLOPES / / Q
OVER 30' IN VERTICAL HEIGHT. ,.,,
� r r I CONSTRUCT 8'"' TEMECULA CITY STANDARD RETA/N/NG WALL
� 1 � a UNLESS OTHERWISE NOTED ON PUN
1 'k R RN-WAY GRADE
18. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 1 I 11 r._. _ �► SEE PUN FOR D
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN i I
SFA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE 1S PIA1.0111
rREQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. la- 25
FOUNDATION CATEGORIES
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS ( I+ I
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER,
84 I i II ' Lot #'s Expansion Category Depth of Embedment Overall Depth of
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT
() i P g rY P
10' ON CENTERS; TREE'S, 2Q' ON CENTER; COMBINATIONS, t5' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT I II I Index Exterior FTS Et1'fberom top
Interiorb
SHALL HAVE PERMAMENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R w I I 11 I - _ from top of slab
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR I II 1-13, 17-25 0-20 1 1�. 120
A MINIMUM OF 3 FEET. EARTHWORKgUANTMES:
I II I 30-47, 50-53, 69--105 Very ow
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 14-16, 2fi-29 21-50
= I II I 59-62 Low II 12* 18"'
CUT 300 CUBIC YARDS (50 C.Y./LOT) f I II I
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF FILL = 300 CUBIC YARDS (50 C.Y./LOT) I I 63-68 51-90 III 15' 21"
ANY CONSTRUCTION/GRADING. I Medium
23. APPR'O'VAL OF MESE PLANS E'f THE CITY OR ITS AGENTS DOES NOr RELIEVE THE AND HIS �M � � �'" � I ll I 48-49 91-130 IV 21 27"
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY - Q'rI VE I 11 I High
AA�1�.
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CROM Ht MIN YAR'1? SETBACKS-
24.
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. �► P.L.
FRONT: 20' TO FRONT' ENTRY GARAGE MIN.
10' TO SIDE ENTRY GARAGE OR LIVING SPACE W I z
25. W.D.I.D N0. 933S317203 SIDE: 5' TO INTERIOR LOT LINES ? 3' 2,* MIN. J
26. SEE APPROVED "WALL AND FENCING PLAN" FOR YARD AND PERIMETER WALLS AND FENCES 10' TO RIGHT OF WAY ON CORNER LOT
L
REAR: 10' TO REAR LOT LINE a goo 1
MIN. a
27. THE ISSUANCE OF TM PERMIT BY THE Cin OF DOES NOT IMPLY OR PROVIDE ANY CLEARANCES
FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL 20 m = FL
ENDANGERED SPECIES ACTS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE �� �O 3' •
APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. I 2:1 MIN. z
17-1
may; PAD ELEV. IN. "{
� 2% MIN.
LEGEND
BACKWATER
1• 2' BEWH REQUIRED IF SLOPE HMHT IS 5" OR GREATER PAD ELEV.
VALVE CHART
AIC - ASPHAET CONCRETE TTIV --
TOP OF WALL EROSION CONTROL BERM IF SLOPE HEIGHT IS LESS THAN 5' SEE SECTION "D-D" '
BF - BACK N� FOOTING R � - TOP OF FOOTING LOT LOT � RNA $IDES SECTION 'A- �
DF DEEPENED TG - TOP OF GRATE �E S C ON A
DW -- DRIVEWAY ...._. ..,. .� . _ TRACT BOUNDARY 1 NO 86 NO
FG - FINISHED GRADE ___�. FLOW LINE P.L
FL - FLOW LINE 84 NO 87 NO �+ �-De �T� g` -"�` tj
FS - FINISHED SURFACE --- SLOPE (2:1 MAX.) 85 NO 101 NO N.T.S. F.L. J MIN, - MIN. J,
GB - GRADE BREAK
GF -- GARAGE FLOOR - LOT NUMBER 15 -20 TYP.
90 PLAN 2 PLAN 3 10' MIN. ? 9 c co,
HP -- HIGH POINT PLAN 4C _ HOUSE PLAN TYPE 2,fi27 SF P.L.
-- INVERT 2,493 SF m 3• �' -o m
INV _ FF=1109.67 - FINISH FLOOR ELEVATION PLAN 1 2' o MIN.
TC TOP OF CURB PAD=1109.0 -- PAD ELEVATION 2,194 SF HOUSE PLAN LEGEND MIN. m -� - _ o FL 3' z
TD - TOP OF DRAIN
---- - - - PUBLIC UTILITY EASEMENT N.T.S. - -._�= PAD ELEV. z MIN. 1D
EXTRA DEPTH OF
BENCH MARK COUNTY OF RIVERSIDE 9.1k T--29-81 BASIS OF BEARING
FOOTMfG AS MAY BE PAD ELEV. - -:-�- - �-
SPECIFIED ON PLAN
Underground 2 11Z* BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION 1 MIN. - ;�._ OF INDIVIDUAL LOTS MAk
Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIEL.D STAGE ROAD AS OWNER/DEVELOPER. �'' 2% MIN. 2% MIN.
of Southem California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 2.3432 RECORDED IN PAD ELEV. 6" MIN.
Call: TOIL. FREE MARGARITA ROAD, IN THE lN.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS LENNAR HOMES :.
1 -�v0 7 CHAIN LINK FENCE,N. OF THE CENTERLINE O. CALIF.
OS CALIFORNIA ' N.ROAD. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 2756T5*W 24800 CHRISANTA DRIVE PADE �Q � - • 2x MIN. SEDT 48-W LD03--212GR
422-4133 FIBERGLASSOWIT ESS POST SET 1' W. OF MONUMENT. MISSION VIEJO, CALIFORNIA 92691 - N.T.S. m LD03--309GR
M WO�tallro 0M e�ol� YM M ADJ. DATE 9/13/82 ELEV. 1128.410 TEL (949) 598-8547 N.T.S.
COMSTRUCT*14 RECORD DATE BY REVISIONS DATE C'D BENCH MARK SEAL: The Keith Companies � PLAN SCALE CITY
O MECULA C
1"=30' � WORKSDrawing No.
�� ��� !0 3d DEPARTMENT OF PUBLIC
IZ ADD WALL AND DITCH LOT 1 PROFILE SCALE RECOMMENDED BY: DATE.
C,orrtroctor ���►
� '�� Inland Empire Division
" 53613 � .fid Marwiv fit ��� �3 G�3+i
DATE: 3 N PLAINS
1r,sp.ctor SEE ABOVE � � �'�""'� '"�• ►'�'►, �I ACCEPTED BY: 44LO-Aley, PRECISE GRADING
PRECISE
Dob � a�M PIG Pr ed Under Supervision f
RONALD J. PARKS
Corr, `�' � t DRAWN BY: KS DEPUTY DIRECTOR OF PUBLIC WORKS BUILD-OUT TRACT NO. 23143--8
\� �' Date LOTS 1 84-87 AND 101
�'' 5361 DESIGN BY. MM It-CLE NcL tt744 „ !/3o/0s
R.C.E No. Expires 06-30--07 __ ' Sheet I of
CHECKED BY: MWS`
.9
HP-FL
M.
X94 r'714j7 b. :
aAD-1259.7
TUBULAR STEEL FENCE PER
FENCE AND WALL PLAN
TOTAL FENCE & WALL HEIGHT
4 2:1 NOT TO EXCEED 5'—r
Q COLOR TO BE DETERMINED
8 7 6 5 4 3 �'� -• � BY OWNER
PAD f 265.7 Pua 126517 PAD=126 .9 SAL)-1263.1 PAD-rasa.8 PAD-1258.9 2 ,
PAD-1,257.0 ��� ��2 2'
8" CITY OF TEMECULA STANDARD
55.7 .�
�"' RETAIN/NG WALL Z'
''
Y F W
1233.70 -
PAD cry O
3" THICK
a , PCC V—DITCH
101
_
20 fG
` TUBULAR STEEL FENCE PER
JOLLE COURT
s_ fr Z:1 9 99 ry FENCE AND WALL PLAN
----- --�-- - --- ,� -- ,+ --..._ .,AFH TOTAL FENCE & WALL HEIGHT
-- ~- r NOT TO EXCEED 5 —r
t c x � d � ---.,..,,, � � ,�� �/• COLOR TO BE DETERMINED
A
BY OWNER 3" NQS ATRIUM GRATE
r"' MODEL DTZ OR
x h
--. APPROVED EQUAL
CITY OF TEMECULA STANDARD
• -
RETAINING WALL
GB-FL �" ! 4* OD HOLE /N BLOCK. INVERT 2'
OF PIPE TO BE SET 4 .30
ABOVE PAD FINISH SURFACE
SPLASH
'4 101 C-) PAD
PLAM 3R ' PAD _
FF-1266.20 , AV/AR
PAD-1265.7 3" PVC DRAIN PIPE
02
� 5,.�
100
PAD-1.285.7 1 103
104 1 '-)
I 1.7' PAD-1254.8
1 P.+IA-128 .,7 PAD-125.9.6 PADS 1256,2 � f•�
R9 Lf 65.0 FL / ' RETAINING WALL & DRAINAGE DETAIL
N 13 �/ /
%�
,,,� � --- � - ��� Y ' SECTION VIEW 2
d .00
I �
of.
I Io r o• �, .
RETAINING WALL PER
,tee SEPERATE PERMIT •-
65.02 50.25' -� 50.25' 50.25' �� .. •''-
73.97'
Q ` I
-
_
88
PAD-1242..8 �-
a � =1�
'mac+
(TW.) „ 'S,o'?e to A Ir C' F
Ir N 4
84as '
86 PLW 3MW
P1J►N 2
• 87 .� 1' _.._� �'2 12 2 9 , ; PADw1242.5 .. _
-0,4243 -0 P .. -
PIJW
rCt 11 HALF LOT WJDTH HALF LOT WIDTH
-1 Z43-"304 ;a v 4' 1 o.5' .3
-0 ;�1 OF as F pF 7
PAD ca. 3
a QUARTER QUARTER QUARTER TER
J - BAR
F QFOT WEITH LOT WIDTH -------LOT WIDTH LOT WZDZH
4• G f
" �- di' � �� � ��' �'{- �� ,}'}-�►. ,fir}- RC1 y-o�
cm •� '� VARfES tX f -�
46
O x '
50-00' NV� CO'4
+ FSH T'
ir
FH
C I
1
O
i
t
AV/AR
FOUNDATION CATEGORIES .. w .�
PAD=XX.X �
Lot #'S Expansion Category Depth of Embedment Overall Depth of �
Index Exterior FTG Embedment, Interior FTG
from top of slab
1--13, 17- I 12"
25 0-2o INDEX MAP
30-47, 50_53, fig-105 Very LQ 12" CONSTRUCTION NOTES: 30 15
14-16, 26--2921-50 0 CONSTRUCT r NDS ATRIUM GRATE (SEE DETAIL A, THIS SHEET)
59-62 Low II 1 1Er
O PROPOSED 2' x r PCC V—DITCH (SEE DETAIL A. THIS SHEET) GRAPHIC SCALE: 1"•=30'
51-90 Q CONSTRUCT 8" TEMECULA CITY STANDARD RETAINING WALL .
fi3—fib Medi�� III 15" 21" RETAINING WALL & DRAINAGE DETAI
_ 91-130 � 2 LD03-212GR
48 49 High IV 21 27' PLAN VIEW LD03-309GR 8
CONSTRUCDON RECORD DATE E Y REVISKM DATE C'D, BENCH DARK SEAL: The Keith C o m pa n;e s PLAN SCALE CITY 0 TEMECULA
1 d 0 ADD WALL AND DITCH LOT 1 // ESS/p 1 =30 Drawing No.
Contractor ,�4 ��.�-�� � RECOMMENDED BY: ;:Y� DATE. M1,900440
DEPARTMENT OF PUBLIC WORKS
A_ Inland Empire Division PROFILE SCALE
Inspector SEE SHEET 1 53613 a� 22M Gbdw .'W Aub ow ibft CA 92MJ-9M (SM M3-073# ACCEPTED BY: DATE: ��b • � PRECtSE GRADING PLANS
Date • ae�3o/o� Pla Pr 1�d Under Supervision f RONALD J. PARKS
P DEPUTY DIRECTOR OF PUBLIC WORKS BUILD—OUT TRACT NO. 23143-8
Completed `�,� cviL �� Date �Z DRAWN BY: KS
��- ��� DESIGN BY: MM LOTS � , s4-87 AND �o�
R.C.E No. 5 Expires- 06-30-Q7 CHECKED BY: MWS— Iz.c.E Na 19744 � 9130105 Shut 2 of