HomeMy WebLinkAboutLot 116-122 Precise Grading GRADING NOTES
IAD
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract No .
23143 9
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRA I NAGE SWALE SLOPE SHALL BE = 1% DRA I NAGECROWN H1 , PROJECT
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM '
OF 2' FROM THE TOP OF CUT OR FILL SLOPES. P"`�'" .. SITE
3. IMAX I MUM CUT OR FILL SLOPES = 2: 1 . � �-r
r1
S� GrdingPrecise h
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQU I VALENT ALONG THE TOP OF ALL ROAD
F I LL SLOPES OVER 5 H I GH. ,,,�,
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT LEGEND
L122ots
i
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY TOP OF CURB 0000.00
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TC �. Q P
R
0V E 1 '
DEEP. �lif In City of Temecul St te of Ca
FLOW LINE � 7
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA - -� 22 J ►�►�'`
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP ;� ��=:: '� ( 16 19 25 28 I �l " 79
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO s=-'" .� r `' ,,, 13 ,�' w /1� M SM DIEM
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, F I N I SHED GRADE FG � - �. --- ,,, ', �'
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. Rpy� CRESS _ 23 2a '~
17 18
F I N I SHED SURFACE FS m 12 , 29
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG # � _ VICINITY MAP
TOP OF CUT SLOPES. GRADE BREAK GBS �- NOT TO SCALE
133 � 3'7r�l1V",R't�Z"I -
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
ONE FOOT. GARAGE FLOOR GF 0000.0 TRACT 23143- 10
3 _
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF PAD ELEVATION PE 0000.0 •, 10 9 8 7 6 5 a 2 I'
THE PRELIMINARY SOILS INVESTIGATION BY: RIBA DATED JUNE 4. 2001 ,
F I N I SI-ED FLOOR FF 0000.0 74 - - !', 8
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 73 „
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
75 SERVICE - -�W ;J 134
75
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 72 �-
SEWER SERV I CE
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 7d71118 1t9 '�
45
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 99 �' .
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 70 77 - 104
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR I to 98 _�. 117 120 r l 60
EACH LOT. SLOPE
105 61 5
_,....._ ,.._.� 69 I 78 "'' 121 I �I
97 I 116
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL LOT NUMBER 12 ,� /
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL 68 I 96 100 101 102 103 106 115 122 /,�� 62
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION \2A/ /
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 63 s5 I _ 107 114 / , / 123 �_ HIGH POINT
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF F I NAL INSPECTION. INVERT ELEVATION IE 67 95 ` - / 63
5 P
81 / AD ELEV. -0. fr1I N.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS �� --- _ 94 I 108 113 /� �� ^ A
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS BACKWATER VALVES ��,� �AD 82 124 / 64 J f 56 F*
MATERIAL.
109 /// /// �/ z
ENHANCED BLDG. ELEVAT I ONS 83 93 91 90 89 112 125 / z
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 59 92 / �/ 65 55 I
MUST BE CLEARED KEYED OR FULL SUPPORT. RIGHT SIDE OF LOT ESR AND BENCHED INTO FIRM NATURAL SOIL F fi1 so 111 110 126 I
co� ,, � - � / I � 10,_Tr.
I
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF LEFT SIDE OF LOT ESL s2 84 •• -_ _ / 5a
•
FILL MATERIAL. REAR EB f - ----�_ 127 / 66 ( I
�' 57 85 • _ - - °� , I 5' B 5' 5- B C 5' C I
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA V1 45 46 5s \ = 53 I MIN MIN MIN MI
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL DEPTH FOOTING x a 8620 _ M) N I
r - I 67 I I
SHOULD BE PROV I DED TO PREVENT PONDING WATER AND DAMAGE TO 44 55 87 24 23 22 21 1 - - _-_ I PAD PAD I
ADJACENT PROPERTIES. 25 54 19 52 Z FF z z FF z
15. DUST SHALL BE CONTROLLED BY WATERING2s _- 5 ..
OR OTHER METHODS AS APPROVED � � 2 - ��-_ I ' � �
BY THE D I RECTOR OF PUBLIC WORKS. 43 27 24 t8 �' ,` I 16 16 I
t� 52 3
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE47
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 42 47 51 28 25 23 ,f I ' I z z
MEASURES AND TEMPORARY DRA I NAGE PROVISIONS MUST BE USED TO I _ I o O M o I
PROTECT ADJOINING PROPERTIES DURING GRADING OPERAT I ONS. 4 t 48 49 22 t 6 I I TRACT 23143 ,ozLN 04
� 15 5- � � �' p j123
I
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) 40 1 30 26 �
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 21 8 al R W
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 39 _ _ 1 31 27 14
20
18. A REG I STEREO CIVIL ENGINEER SHALL SUBMIT CERTIFICATION of BUILDING 32 2$ 13 SIDEr TYPICAL YARD DRAINAGE
PAD TION (WITHIRESPECTETO MEANIFIC SEA LEVEL) SHALLARE
BEREQUIRED,
IVEN. IFTHE
AN ELEVA- 37 36 35 34 ' 19 12 8 � , ;r1 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED THE ACTUAL 33 29 1 f ��- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ' 1s tt 9 ` "
a3
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 40' 50' A43 30 32 � � 28 R
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES Ar� 44 6" MIN. 6 MIN.` 17 10 33 ` 29 5' MIN. 5' MIN. 6 MIN.
OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER SHALL BE �AC a5 34 30 27
' � a7 a6 1 MUDSILL 3 MIN. 1 1 3 MIN.
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 48 41 3 16 35 IN GARAGE AREAS MUDSILL MIN. MIN. I /
MUDSILL
SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER; COMB I NAT I ONS, Plan 1 Plan 1 ___ - 32 / 25 2fi „
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT - cv 3-Car \ 40 15 /36 GARAGE FLOOR SILL IS 6 MIN FG FG
I RR I GAT I ON SYSTEMS WITH BACKFLOW PREVENTION DEV I CES PER U.P.C. , CHAPTER
U-) NC
CORETE o, �T_ ?4 - :- . T ABOVE GARAGE -
STOOP (TYP.) FLOOR SLAB
20 FINILESSSTHAN 1/4" PERGRADE LFOOT FOR PADM I N I MUMAWAY ROF 3 FEETEXTERIOR WALLS AT NOT SCALE: 1 " - 150 GARAGE DETAIL 12" MIN. 12" MIN.
.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. m r 2X MIN. 6" TYP. 2� MIN. a
I LOTS INCLUDED 2: 1 MAX. o
►�s tl�'`
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR j 21 X MAX. MIN. 21% MAX.
TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. 501_i37' 4012" MIN. ABOVE PAD ELEV. SECTION
INDEX MAP B- B
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ROUND OFF TOP o
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- P/L
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
REQUEST, THE APPROPRIATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 w Plan 3 � Plan 4 5' a
TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. �-) 10 3-Car ,n 5' MIN. P/L
00
24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR � L PAD ELEV 3' MIN. 1 '
PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING PER PLAN MUDSILL MIN. o
THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS.
6" MIN. co
THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATEOQ�'
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. N SECTION A- A EXTRA DEPTH 7 a
�- FOR REAR YARD SLOPES GREATER FOOTING 00
TYPICAL FOOTPRINT PAD ELEV THAN 5 IN VERTICAL HEIGHT
PER PLAN =FG-PAD ELEV FL
2: 1 MAX. V)
N.T.S. WHERE NECESSARY =
12" MIN. 6" MIN. w
UME RG ROUND SERVICE BENCH MARK SOURCE QE TOPOGRAEHY OWNER DEVELOPER
IS OF BEARING NOTE2% MIN.
O PLANNIND ■ DE®ION ■ CONSTRUCTION
ALERT COUNTY OF RIVERSIDE B.M. NO. T-27-81 EL=1230.562 ADJ. DATE 9- 13-82 ANALYTICAL PHOTOGRAIrNMETRIC SURVEYS, INC. KB HOME 21X MAX.
2 1/2 BRASS DISC I N CONC. CYLINDER STAMPED T-27-81 THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION SECTION C- C,
FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIF. RD. , 3.4 MILES 647 MAIN STREET, SUITE 1A 12235 EL CAMINO REAL OF THE EASTERLY LINE OF PARCEL MAP NO. 22429 AS SHOWN0
CALL TOLL F� 27;555�z Rona,sum 4aa ' RIVERSIDE,VERS I DE CA 92501 z
■ ■ ■ NORTHEAST ON RANCHO CALIF. RD. 44 NORTHWEST OF RANCHO CALIF. RD. SUITE 100 P.M.B. 147/14-19, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, a
1-800-422-4133 ���''o'er 9�-�� 13' SOUTH OF A 4' 2 BOARD RAIL FENCE, 2' WEST OF POWER POLE #1751130E. (909) 686--5103 SAN DIEGO, CA. 92130-2647
CONSULTING 0.676.8042 • PAX 9.67&7240 • www.ReF.camBEING N6 7 52 50 W. �
SET FIBERGLASS WITNESS POST 1 NORTHWEST OF MONUMENT. DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000 0
TWO WORKING DAYS BEFORE YOU DIG ATTN: BOB FALLON LD03-22 9 G R z
CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK � DES I G ED BY DRAWN BY CCEBY
SCALE ��� �N Drawing No. o A. JIMENEZ A. JIMENEZ J. TANNER RECOMMENDED BY: DATE.
CITY OF T DEPARTMENT OF PUBLIC WORKS
Contractor HORIZONTAL Ilk, rr Pians Prepared Under The Supervision Of
1" = 20' w ' No,x0132 ACCEPTED BY: DATE: �� t L -3 T CROWNE HILL o
Inspector SEE ABOVE Exp. ����� Date: /o .S D 3 DEPUTY DIRECTOR OF PUBLIC WORKS
JOHN D. TANNER, III RONALD J. PARKS - -�=i. TRACT 23143-9
VERTICAL sf C 1 y 1 �� d LOTS 11 -- 122
Date Comp f e�ted �1F OF A`1F�� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 r - a
N/A • PREC I SE GRAD I NG PLANS PHASE XV I I I SHEET 1 of 2
106
105
PE=1289.2 PE=1288.9 � /
- 1.29aE
4-�
1318.
1295 h �S
13C�?. 1,316 3
�S
2: 1 SLOPE 131`,1
13Q5
• 1
1 "a
1310 8 g1' 131A 1 1 w
�5 cr
12.7
47.64 I 0
TS 1312.7
TS
1 44 1312.8
1
1 I
1.0x MIN• f� N 131 ,"1 �0•t
r 05~ ~rk
1
1 r1
1311.5 1312.4 N 1•, 1615.3
rL 1313.1 '�
1.0% MIN. 1313.1 I 1315.3
1 1 5' G
311.3 FG FIG F
1311.2 0 ? Q 118
.�P
-JD
r
C-4
1311.7 7.8 w 0 _a
11;t 1311.7 FG 1 v I�5 FF:1316
FG 5' 117 a131g•3 I
116 t�
I Q N I
C-4
Z �o FF=1313.8 1 ? 131`'•3
115
Ir1312.4PE-1313.1 r: FG 5 3 7' I
PE-1310.1N pE:1311.7 - 1 8 i�
1 r ro 171315• 1 2
r� 131 A.
I
1311.714.28'14.28' 1314'2 CP
.• =1311 .7 7.5 0 1313.0 I
0 FG 5' I
1310.9 1312.fi v' "^ A a,
1 1311.7 M I FG 1312.0 j w 1
5 FG �e GF=1313.1 fE-GB �'st `'� %' �.►
I o "" 5 w
1310.7 1311.8 ��► .P 6"FH I
(TYP.)
GB
-_ 1N S r ago (`I B W 12.4 W S 3r Z� �s.3
7 9 0 o FG • 14. 8• �'
BW
to(n M� �� S ��•��
09.2 r►� 10.9 li W
FGA W S 56.24'7-r GEM dmFfi. ,.. 26
11.43 III0V-
�� `- 134
Ci 11
N 1 I OPEN SPACE
S ' r' r' 1"AV/AR `1
o WATER" (TYP.) , f
AL LA
3�0 3L
-IL 4� -1 �7 0 LA
r• C r- 1 -�
1-1, coDRE NON OURT
9 - _ 19+ .97 1313.63
3 3" CVP�OUTLET . x� tC MOC
1311.03 IE. W ST.LIGHTSE
i
(TYP.)
.1301.66 RIM�RIM J� \
> > cc
00
��
ELEC.LINE LEC. AD ^� ' •
m
(TYP. �(TYP. �' ,� `� N N I.r , / co CL
09.2 w S 55.01 J W S 26 20 _ H
FG o cp 10.9 18 I r)yep.
0 N P\: w o �I- 43.5 i j o
LA
IV
04,
1310.5 Al416 Sdop
E--f r- 0 1312.2 °� ~l` °D +� `�' o, w S o
,1
� � � 1312.5 '�- "7�' � 13.3 m
W N \ m
6' 1311.5 1, 311.9 �_� P FG "� a� cn
FG FS N ao = V.
• 1313. GF=1313.3 0 ►� �ya
I M 25X I FG1313.3 er civ r• .=
FG 1314.2 g
U� I
00 00101 1314.0
I 1311 1 I 1 INSTALL 65 LF 1313.3 E-GB GF=1315.3
LA-
3 PVC 0 0.57X 1313.2 4 1314.6 1314,8
I oo 1314.3 13 FG FG 1 w
1 Z I G .0 6.4 2 1312.1 TG - FG 1� 1
_ 1311.4 IE 5 GF-1314.3 �� o o
PE 1310.3 1314.0 ? ' C; Q o
I =� r-
• r'o 122 � 121 � � FG �: o •a� 5
1R z 2� ►oe /120\ I _ "o 0 /1-19 F615.2 `
�_ \LAJ
FF=1314.0 M z
IC14 i oo FF=1312.7 6, �o 0o I 00 1
PE-1312.0 PE 1313.3 FF-1315.0 +t FF=1316.0
E8 ® PE-1314.3
`1 ,� PE-1315.3 E
13133 1311.5 ---"�. 1313.3 o ® a ESL - EB �e t1
I M
7' FG FG o
I 1312.0 1312.0 8
6' FG 1312.8U Li
1314.3 1314.3 -j \
I 9' Rik _ 1312.5 50 FG FG 5' �'-'
I \ o
1311. o z N 1313.6 H1313.8 0 1315.3 1315.3
I - I z It
•
"- 1.OX MIN. - • '" I _ r
1.oX MIN. 1313.0 N FG FIG
1314.6
I LJ Li
I 1 o z 1314.8
u�
C,; * -�.� Ox MIN. ;� LL
LO n 1311.7 1 1 I N ' M a
�, 3 4.o .- C N TRUC T/ N N TE
N �•"
I L I Q% rr 3
I l 1315 o Q 3 PVC DRAIN PIPE o
2 6" ROUND AREA DRAIN (NDS 50 OR EQUIVALENT)
i i o 00
1313.o ____ -
rsQTS 14.3 1315 3 �3 I NSTALL CURB CORE PERIL
1313.0 1314.3 1315.3 I 1316.3 1316.3 CITY OF TEMECULA STD. NO.303
Ts .� rs tS TS / Ts TS
T3'i5 00
LU
� 2: 1
c•i SLOPE
N N 1310 r 1 �ZD•
UNDERGROUND SERVICE 2: 1 SLOPE sem'
O ALERT
PLANNING ■ DE>Ii10N ■ CON>iTRUCTIDN 55.09• '
W
OC
55.09'
1305 f i
CALL TOLL FREE 27555 YW-Z ROAD,WIFE 400 55.09• 20 0 20 40 60 0
1-800-422-4133 �u�,Com ,925M-4679 j� 128 p i CONSULTING 9UA.678AM ■ FAX9M67&7240 • IwarABF.can �• OPEN SPACE GRAPHIC SCALE
TWO woRK I NG DAYS BEFORE YOU DIG - LD03-22 9 G R
CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK ��� S S foN DESIGNED BY DRAWN BY CHECKED BY Drawing No.
SCALE ,y
"�� A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: /� � CITY OF TEMECULA
ANDEPARTMENT OF PUBLIC WORKS a
Contractor HORIZONTAL ,�`� ��� F� `yam Plans Prepared Under The Supervision Of
ACCEPTED BY: DATE: to zz �3 T CROWNS HILL 0
0
No.60132 Date:
.-
Inspector SEE SHEET No. 1 1 20 � ExP �/�/� � ?S:!!:
- a �s o DEPUTY DIRECTOR OF PUBLIC WORKS � _ -
2
i JOHN D. TANNER, III RONALD J. PARKS �� -- r_iii TRACT 23143 9
VERTICAL sf1 c, l �� LOTS 116 - 122 Q
Date Camp I eted fF OF A`lE�� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 f�+mm.. a
N/A C PRECISE GRADING PLANS PHASE XVIII SHEET 2 of 2