HomeMy WebLinkAboutLot 11, 15 Precise Grading GRADING NOTESTract
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1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING No . 94183 1
Rp, RpA�
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE
' recise SWALES HA Gr SHALL BE A MINIMUM ding
OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM nuild
OF 2 FROM THE TOP OF CUT OR FILL SLOPES. y J1 cn
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . ots 11 + 15
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VIA RAMI q
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL � rr� IPAUBAFILL SLOPES OVER 5' HIGH. I � � � alif
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5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT In � �P
CAME
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY .
W S I �� co ti
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS a ROAD �- R
OVER 1 DEEP. �-
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6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB TC �q
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, \ PIO PILO �'9y
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE FL �,q.,_
RD
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONGHIGH POINT HP R
TOP OF CUT SLOPES.
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' � AMPA A
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG 32 \ HWY. 79
ONE FOOT.
FINISHED SURFACE FS PM 31 33 `
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 30 34 �_ TO SAN DIEGO PROJECT SITE
THE PRELIMINARY SOILS INVESTIGATION BY: QONVERSE CONSULTANTS DATED GARAGE FLOOR GF 0000.0 29431 ' 7a TRACT
T 4 199 29 35 _ DE.
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 36 ...............
i �o,�T41
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 26 37 � Rp VICINITY MAP
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 3a 79 _ NOT TO SCALE
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT, 27 /
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG WATER SERV I CE -- 26 62 39 S ��rw � '��`+ ����- --------------------- -~'� '"'
DEPARTMENT TELEPHONE 909 694-6411 AT
( ) LEAST 24 HODS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE 25 51 LO
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT. DRIVEWAY e3 �° c2 /
xc 59 43 77
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERT I CAL HEIGHT AND FILL -"` - 61. 58 t5 9�
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL SLOPE xa
' _ I g5 27
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE - -- - 23 s5 7s 57 5f _ �t1 L7 74 73 1 72 71 70 55 sa s7 $5
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER 12 �` 22 55 54 75 I h3 29 26
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF F I NAL INSPECTION. s5 75 53 7s - HIGH POINT
i 52 _ �� 25 PAD ELEV. -0., ,' MIN.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS UNIT TYPE/ELEVATION \�A/ a 21 e7 51 - w 3n A
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS I Sa X61
MATERIAL. INVERT ELEVATION IE o E T ;G5 N �- � � xL
O
! 8� 73 48 51 5� 53 54 55 g�, 57 55 59 3' g� ? 84
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN BACKWATER VALVES + 50 x3
TRACT NO. 24183-1 � 32 I
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 1 69 72 PARK SITE 33 22
I I
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF 77 / 110 rn. r.
Y sy 1
. I
FILL MATERIAL. � x 70 71 a, � �s �� 47 J A�i C�� G �3 �� 21 78 5, (I�PT � (EJ�PT ,
I B 5 5-- B C S C 1
14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF 45 45 �t t3 tz c1 37 3g 35 '° I MIN �) MIN MINS MIN
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL _ - s�'�' .
�� - �°
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 3 35 38 15•
I �~ - -_� - I I
ADJACENT PROPERTIES. PAD PAD'a FF FF z
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED a 5 ,� 11` 12 13 1� 1ef 1r 1a t!1 2n - - _ _ �J 17 T R A C!T I z z z
BY THE DIRECTOR OF PUBLIC WORKS. I 5 6 7 ' 23 L�J I 16
b 1
1 MIN. MIN. I
� y
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE
TO FUNCTION, ESPECIALLY DURING STORM COND I T I ONS. PROTECTIVE \ 15
ea C M�ANULA NAY _ a1 a g 'Q 11 12 to f� -� I
-.- z z �
MEASURES AND TEMPORARY DRA I NAGE PROV I S I ONS MUST BE USED TO I - - - - ---� I ~' - �Ez '�" "
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. _ -�.� r "'� "� N m
•'�•..� ��..-_ � �'Mqr � Mak �.... a
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) rjqA 0 T rn
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT R W 0
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
4182 o
0
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING TYPICAL SIDE YARD DRAINAGE 0
a
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- rn
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 0CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 6
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 0
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
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19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 0
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES
OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE SCALE: 1 " = 150 R w
6
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS " MIN. 5 MIN. 5 MIN. 6" MIN.
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 3' MIN. 1 ' 1 ' 3' MIN.
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT LOTS INCLUDED
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER MUDSILL MIN. MIN. MUDSILL
10.R.
.v
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 40' 40'
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. r` 40• •
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 40' 12" MIN. 12" MIN.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR Plan 1 Plan 2I Plan 3 Plan 4 r �' " 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN.
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 12 MIN. ABOVE PAD ELEV.
o J co J 21% MAX. MIN. 21% MAX.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTSDOES NOT RELIEVE -- r `n ROUND OFF TOPSECTION
THE APPLICANT AND HIS ENGINEER FROM TIE RESPONSIBILITY FOR THE COR- I B- B
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON P/L
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 5'
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. E
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TYPICAL FOOTPRINT ' MIN. P/Lto
3 MIN. 1 .-
N.T.S. o
MUDSILL MIN. 6" MIN.
SECTION A- A o
FOR REAR YARD SLOPES GREATER
THAN 5' IN VERTICAL HEIGHT
12" MIN.
UNDERGROUND SERVICE BENCH MARK SOURCEF TOPOGRAPHY WNER DEVELOPER 2: 1 MAX. a
O P'LANNINO ■ DESION ■ CONS"UCTION
ALERT COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 BASF OF BEARING NOTE 2% MIN. 6" MIN.
2 1/2 BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 ROBERT REIN, WILLIAM FROST �CASSOCIATES BUIE CD"MNUNITIES THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX.
27555 INEZ ROAD SUITE 400 11260 EL CAMINO REAL
CALL TOLL FF EE vMvw�vM4ao FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP N0.
1-800-422-4133 ■ ■ ■ �A,CAUFORM . M IN TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE TEMECULA, CA 92591 SUITE 200 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL SECTION C- C
CONSULTING In PAX OW-6767M In won n, (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 SAN DIEGO, CA. 92130-2647 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
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P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE 3-24-99 FIELD SURVEY DATA (858) 794-2400 EXT. 255 COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. z
TWO WORKING DAYS BEFORE YOU DIG wrTNEss POST 1 ' SOUTH OF MONUMENT. ATTN: RICK SCOTT LDS 1-134G R a
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY
0
SCALE QR�I E S S 1� RECOMMENDED BY: DATE: �� D7DEPARTMENT OF PUBLIC WORKS Drawing No. 3
�p ` A A. JIMENEZ A. JIMENEZ M. TYLMAN CITY OF To
Contractor HORIZONTAL `�� � jy! `^y
" �� � Plans Prep r d Under The Supervision Of /! D� �
_ ACCEPTED BY: DATE: ty 0
Inspector or 1 20 No.43090 ,b DEPUTY DIRECTOR OF PUBLIC WORKS QUINTANA o
p Exp. 3/31/04 Date: a _ n
RONALD J. PARKS A :a�'r TRACT 24183-1
VERTICAL r,, C 1 y l�, ��` MCH L A T LMAN A" •• T 11 I
Date Completed r LOS 15
N/A f OF CK`lF� R.C.E. No. 3090 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-05
PRECISE GRADING PLANS BU I LD OUT SHEET 1 OF 2
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Z. 1088.4 z �;1 C4 04 I
) � FL-GB # NOTE: �- -. _ Ix l o
FOR LOTS 12, 13 Ir 14 ---� - 1089 8 MIN. o
MIN. SEE TRACT 24183-1 PRECISE - FL-W o
1Qg8 8 GRADING PLANS FOR MODELS J o
Q ( - � h DWG. NO. LD99-244GR.
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50.00 50.00'
50.06
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50.01 2. 1 SLOPE 48.48 i I J f rn
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REMOVE EXISTING
PARKING IMPROVEMENTS
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CAMPANULA �'� -�- 6.
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37 _ 38 -- • _
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CALL Tal. FREE ■ ■ ■ V="M W*A surf 400 e
1--800-422-4133 A,cum
CONSULTING lna 176AW ■ PAX OM6767M RW o W a
to
Two WORKING DAYS BEFORE YOU DIG L D O 1-i3 4 G R
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC' BENCHMARKDESI(�D BY DRAWN BY CHECKED BY
SCALE %�F E S S IO Drawing No. "
�o A A. J I MENEZ A. J I MENEZ M. TYLMAN RECOMMENDED BY: DATE: //10 7 -0 CITY OF T
j DEPARTMENT OF PUBLIC WORKS 0
Contractor HORIZONTAL � `���` ��� �� Plans rep d Under The Supervision Of �
„ - ' z ACCEPTED BY: •
w No 43090 ,�, DATE. c QU I NTANA2
Exp. 3/31)(04 Date: to
I,n s p e c t or - a � `� � d� DEPUTY DIRECTOR OF PUBLIC WORKS
RONALD J. PARKS ar.. TRACT 24183-1
M CH EL Aa0y9
LMAN R A'INava•X X
VERTICAL
Date Completed sr'l ��y�� ��~ LOTS 11 ge 15
N/A of C kvx� R.C.E. No. 0 Expires 3-31-04 R R.C.E.C.E. No. 19744 Expires 9-30-05 eea::
• PRECISE GRADING PLANS BUILD OUT SHEET 2 OF 2
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