HomeMy WebLinkAboutLot 27-34 - Precise Grading GRADING NOTES
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING ���t►
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRA I NAGE SWALE SLOPE SHALL BE = IX DRA I NAGE CROWN I VIA RAMI
SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM p
OF 2' FROM THE TOP OF CUT OR FILL SLOPES. ■ d "ing
n
Tract No 23143 7
• recisePP
3. MAXIMUM CUT OR FILL SLOPES 2: 1 . a
n h se IV
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH. c)ts 7 3
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
2
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ■ 1"If
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLSC)fMCUC pio PIICorni
OVER 1 DEEP. 7
S. A REGISTERED CIVIL ENG I DEER SHALL SUBMIT TO THE CITY OF TEMECULA
ICY. 7'6
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
- --.._ ._ *- � � Tq SMI DIED
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LIME, \ 1
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. = '
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG T .T .I. M . 26941
TOP OF CUT SLOPES. $ ��= ' 10 _
�''; „ PROJECT SITE
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
ONE FOOT ' �� �y' •' ~ _ = 12
\ _ ,
. �• 4 3
9. ALL GRADING SHALL BE DOPE IN CONFORMANCE WITH RECOI►+N►+EI�AT I ONS OF �\;, - -_ _ _ � � _ I � � 55
THE PREL I M I NARY SOILS I NVEST I GAT I ON BY: PETRA DATED JUNE 4. 201,, __-- 58 '� = . .� 13 1 1 �
60 7
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO TI-E �58 VICINITY MAP
�� " NOT TO SCALE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- I _ 14 �� a " ��
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- h,;A `\ 6t 47301 _ _111 �" /
ANCE WITH THE RECOMMENDAT I ONS OF THE PREL I M I NARY SOILS REPORT. ` _,: <� �\
\
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 62 29 ( � ,a \40
45
41 40 r`
DEPARTMENT TELEPHONE 909 694-6411 AT LEAST 24 HOURS IN ADVANCE 119 44 41 - / 9 ' 38
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- � , \ r 55 49 - ;
r - /
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 120 ` \ \ 42 /
' 63 35 2B z 36 \ � 1{►
' 73
EACH LOT. c-,�,` 43 1 3,, 21 •- �'�~ •. .._,r, " or,' ' ;
27, r /
121 �, O Q4 _ 25 18 �, �� �' i 45 i _,.�. / 72/
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT Aft FILL -- �- _ 35 44
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL FE I GHT SHALL 122 �` �` 53 ,•\ 5, �- __ - _
H GRASS OR GROUND COVER TO PROTECT THE SLOPE ` - _� --r -- , , 47 :. `y
BE PLANTED WITH - 65 - _ POW ea � ,�_ / / /
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 123 �'\ ` \ \\ 1 { `- �---�- -- J- 19 „ ' 34 `-T -- / ' ,' H I pi POINT
T THE APPROVAL OF FINAL INSPECTION. �' I �- - = _ '" i�I ---- ~'~ / %��-r"- "'! /
CODE SECTION 17.06 PRIOR 0 (� - _ 1 PAD ELEV. -0. MIN.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 124 ,� - I 7482 81 �� iii 33 ; - _ I N' f i 67/
~
`` 79
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS ��: ` \ \ 2 -- I 77 7r6 75 `� \ 2° --_----� 51 �, �'-
(,� , 67 - L 21 ' 68 I Z z
MATERIAL 125 , _ /
\ `� 3 \� \ 22 \ III 32 1 52 50
� 23 x,...� I+ 1
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 126 4 = if j
1�IliST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 1 1 3 � � '�� �` s - _ � _- � �
Jam" „�,K„ . a.�, n K,. "1 1,. �� , I 10'ir. 10lX.
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF 127C
9
r �: -. ow �� /, 65
�: a 1° 11 . Yom, ,�N I i 29¢ �\ a.�
FILL MATERIAL. \ s. `�� -` 53
3 11 12 14 25 V � I 28 I ` 1 ` ,! '�- / ;i 64 �, 1 5, (DOT � 5, 5, U (E� C 5� C I
1 12 \ �" - �3� 13 15 I 1 30 54 ,. 1 D \.+ I
,+ +' 123 `� s __- �, >�`: 1 1 �` 7, •..,..... 63 MIN MIN MIN MI
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF / \ ` / �'�
1 1 1 5 ti ,,.� 27 , r 4 �\ i 55 56 �:.. I � 1 0
3
231 I I $
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 1 �•: � \ 28 �' _ I 26 '� A�� - _-�- ------ °° 62 1 PAD
SHOULD BE PROV I DED TO PREVENT PONDING WATER AND DAMAGE TO 27 1 -- --� __ __ -
� :. ' ,� 16 % __j , PAD
ADJACENT PROPERTIES. 1 Z FF z Z FF 1
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED LEGEND 6'
I
BY THE DIRECTOR OF PUBLIC WORKS. ��.� �F ; MIN. MIN.16
; 0
TOP OF CURB
16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MUST CONT I NUE TC �'s SCALE: 1 " = 15 0
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE FLOW LIND o- -
oZ o i o
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST USED TO LOTS I �-
LOTS INCLUDED lox lax `�' $
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. HIGH POINT hP ` -�.`' x
IO
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5)
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT FINISHED GRADE FGMAP
R W, NDEX 0
AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT.
F I N I SHED SURFACE FS TYPICAL SIDE YARD DRAINAGE
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING m
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-- GRADE BREAK GB 1
DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE �
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 0
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,TE-E ACTUAL GARAGE FLOOR GF 0000.0 0
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. Rin
45' 55' 50' S0' `°
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PAD ELEVATION PE 0000.0 6" MIN. 6" MIN. 5' MIN. 5' MIN. 6" MIN.
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES r, r, r, r�
MUDSILL 3' MIN. , ' 1 ' 3' MIN. w
OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE FINISHED FLOOR FF 0000.0 IN GARAGE AREAS MUDS ILL MIN. MIN. MUDSILL X
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SILL IS 6" MIN FG FG
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, WATER SERV I CE ---Q _ Plan 1 Plan 1 Plan 2 Plan 2 GARAGE FLOOR. =: T ABOVE GARAGE - e
15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT O 3_Car
3-Car T FLOOR SLAB
co
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER SEWER SERVICE co �O
10.R. STOOP (TYP.) GARAGE DETAIL 12CONCRM " MIN. 12" MIN.
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT DRIVEWAY -
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. --. _ �_] L 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. r-- --- --J 21� MAX. MIN. 21� MAX. E
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR LOT NIlJ1uEER 2 12" MIN. ABOVE PAD ELEV. SECTION B- B
TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. 4910 49' S0' 50' ;-----; 50' ;-----; 50' N
UNIT TYPE/ELEVATION
\�A/ ROUND OFF TOP
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE r, r, P/L M
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- INVERT ELEVATION IE
5'
N
RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON Plan 3 Plan 3 Plan 4 Plan 4 Plan 5 Plan 5 5' MIN,
P/L CN
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED _ - - _
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. BACKWATER VALVES c 3-Car 3-Car J 3-Car ' Q
N ao ao PAD ELEV 3 MIN. 1
_ '^ PER PLAN 6 MIN
a,-T ,� --s4-,,� r' -; --ter, o C) MUDSILL LL MIN. "
ENHANCED BLDG. ELEVATIONS 1 i J r ~~J'� -___, '~{ 1 Co L r I� W (-
RIGHT SIDE OF LOT ESR ,
LEFT SIDE of LOT ESL ---- _ . ,� SECTION A- A d
¢
EXTRA DEPTH
a
REAR EB
�J 1 �.
1"II1�111N111A��`� J I PAD ELEV FOR REAR YARD SLOPES GREATER FOOTING ►�
THAN 5' IN VERTICAL HEIGHT =FG-PAD ELEV
INDICATES EXTRA ' TYP'IC AL FOOTPRINT PER PLAN � 2: , MAX. i
DEPTH FOOTING x
WHERE NECESSARY UJI
�
N.T.S. 12" MIN. 16" MIN. _
a.
2% MIN. w
UM*RGR0IJI�ID SERVICE PLANMIN■ DE/IAM ■ CONSTRUCTION BENCH MAR SOURCE OF TOPOGRAPHY OWNER VELA . BAST E�1RIl�T O 21% MAX. W
` COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=102fi.428 SECTION C- C
ALERT ANALYTICAL PHOTOGRAI�ETR IC S RVEYS, INC. KB HOME
2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE �
FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 647 MAIN STREET, SUITE 1A 12235 EL CAMINO REAL CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. z
CALL M-L FRF 27 YNM�,SLM 400 R I VERS I DE, CA 92501 SUITE 100 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL Q
1-500-4:Z2-4133 M 0 0 CAL OMA> �79 IN TEMECULA 53.3 SOUTH OF CENTERLINE HWY. 79, 3.2 EAST OF GT POLE
CONSULTING .eYaeot • FAx sog.a�g.�24o www1�8F.cor„ (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (9�) 686-5103 SAN DIEGO, CA. 92130-2647 MAPS I N THE OFFICE OF THE COUNTY RECORDER OF R I VERS I DE 0
P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. k S. SET FIBERGLASS DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000 COUNTY, CALIFORNIA, BEING NORTH 16°56'06 WEST. o
TWO WORKING DAYS BEFORE YOU DIG
WITNESS POST 1 SOUTH OF MONUMENT. ATTN: BOB FALLON -�� -02���
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D �FESSI DESIGNED BY DRAWN BY CHECKED BY Drawing No. o
SCALE !� 0��! A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: •Z o CITY O TEMECULA DEPARTMENT OF PUBLIC WORKS
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Contractor HORIZONTAL h r� Plans -Prepared Under The Supervision Of
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ACCEPTED BY: DATE: �'-� c C.'ROWNE HILL o
Inspector c t or 1 20EW,. Date: 113)4D DEPUTY RONALD DIRECTOR
PARKS F PUBLIC WORKS r =' TRACT 23143-7
p VERTICAL s � � � JOHN D. TANNER, III �r Y•Y x-�� � LOTS 27 - 34
r I r,t
Date Completed 'lF ��oR.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 .t, ;9 PRECISE GRADING PLANS PHASE I V SHEET OF 2 i
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TWO WORKING DAYS AFORE YOU DIG
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY
�� ���FESSIORECOMMENDED BY: DATE: � lS DEPARTMENT OF PUBLIC WORKS Drawing
A. J I MENEZ A. J I MENEZ J. TANNER CITY OF T
Contractor HORIZONTAL �� � Plans Prepared Under The Supervision Of to
1" = 20' i e013,� ACCEPTED BY: DATE. t CROWNS H I LL o
Inspector � 3 DEPUTY DIRECTOR OF PUBLIC WORKS
Do' s�'0 Date: RONALD J. PARKS = __�.� TRACT 23143-7
VERTICAL •rr e1 v 1` �ti♦ Lw000llll�
HND. TANNER, III - _ .;.a..a. w
Date Completed eted 0�' 60132 6-30-04 W` LOTS 27 34 Q
P lF OF C��,1� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30--05 °fr, eee:= a
N/A PRECISE GRADING PLANS PHASE I V SHEET 2 OF 2