HomeMy WebLinkAboutLot 80-84,132-142 - PreciseGrading LEGEND - VICINITY MAP
rwo 1111 -0.3' Itt. NOT TO SCALE
TOP OF CURS 0000.00 B
r1C/F /A 1
T.C. PALOMA DEL SOL
FL OW LINE F.L. B
1
HIGH POINT N.P. !
FIN 1 SHED GRADE F.G. .
A 24133 1
s, A (EXCEPT C C 'EXCEPT D D
FINISHED SURFACE f.S. MIN �1 M I M I RE Vim
SIA RAMI !�
PAI)BA
GARAGE FLOOR GF 0000.0V . � PRECI E GRADING PLAN
PAD ELEVATION PE 0000.0
TRAC r No
FINISHED FLOOR FF 0000.0
WATER SERVICEw z =
SEVER SERVICE S •.fit � `ffitil
A 1 R RELEASE VALVE -a� 4" O pICO
FIRE HYDRANT Ny 11th
OR 1 VE1/AY
TYPICAL SIDE YARD D AINAGE
� �• �
STREET LIGHT TO SAKI Dtm
I 12' 181 N. P1 la' Mt N. BLDG. PAD !2" MtN. ABOVE PAD ELEV.
SLOPE
ABOVE PAD 5 ' MIN. 3 ' MIN. EL V.
EXTRA DEPTH FOOTING PROJECT SIT9
INDICATES AMOUNT OF COMPACTED ROUND OFF TOP
EXTRA DEPTH FOOTING BI V,ERM 6' MIN.
•X P/L
5'
ACCESS RAMP ►^
12" MIN TRACT NO. 24153 -3
LOT NUMBER Q 2: I MAX. 2 . WN. TRACT NO. 24133-2
2% MIN. SECTION A - A 21% MAX. SECTION S - f
INDICATES MODELGRADING NOTES .FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER O r�ib 'I 1 t 1 1
UNIT TYPE 4B THAN 5' IN VERTICAL HEIGHT THAN 5' IN VERTICAL HEIGHT 'qlA NA►µ2 121 I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 7O,
Iliott it fir.: ` 1 AS AMENDED BY ORDINANCE 457.
11 t 1 � -::`•fit.::::::``'• .
1 ND I CATES ELEVATION 1 t� °�C1 'TF 114 11S t 1 lie 91 an Bag 116 j 2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL BE
- _ `'` 3. MAXIMUM CUT OR FILL SLOPES a 2: 1 .
THIS LOT REQU t RES A BACKWATER VALVE S MIN.
P� �1 •,�;.•..: .
PER SECT. 409 OF U.P.C. PER APPROVED - 8� Mtp. 5' MIN. P/L S' MIN. 6o N. 1 1 91g & 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR Et�v1VALENT ALONG THE TDP OF ALL
' -
WATER AND SEWER PLANS. (SEE I NDEX MAP) ct tarp 99 $ ``?
3 MIN. I I 3 MIN. 3 MIN. I � St .. . t � FILL SLOPES OVER 5' HIGH.
MUDSILL MIN. MIN. MUD ILL MUDS ILL MIN. 6'� Mt". ?1 11 � } :. W `.`.`. S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
Maw- OFF 2e 31 vW m :::rig:.;: SHEET SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
•: . 19 27 _ ar 3609 NO. 2 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
Pp79 143 OVER I ' DEEP.
J•
12" MIN. 12 ' M 1 N 12' MIN. �}►4a ; fi' 7 �.00� n S. A REGISTERED CIVIL ENG I NEER SHALL SUBM 1 T TO THE CITY OF TEMECULA
2: 1 %%X. 18, �` � 146 .-..1ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
1J Ci 81 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
2% MIN. 2s1 MAX. 6" TYP. 2% MI 2Y MIN. 8 ' - 74 / ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE•
21% MAX. 21 % MA) . 21% MAX. S 42 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
SECTION C - C SECTION D - D ;r. ` 3 �9 �' �'� ,1'� '"
2 T� � 65 t� T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
TOP OF CUT SLOPES. -
�� 1110� '�+ TRACT NO. 24153 s.
�► 1 FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
• 7 Q 4( �� '� 1V ONE FOOT.
let 1� 9. THE GRADING SHALL
RY BEE DONE
O ESINIGAC CONFORMANCE
WITH RECOMMENDATIONS' OF
3 � �
1 M7 CONVERSE CONSULTANTS DATED& 1-17-89
t� TWO OF THE FINAL COMPACTION 0 SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
30.00
10, THE CONTRACTOR SHALL NOTIFY THE CITY Of TEMECULA ENGINEERING
30.00 .30•00 DEPARTMENT. TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
rF 0000.o REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
°000.0 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
- EACH LOT.
®i 602 0000.0
o FF 0000.o 11 . CUT SLOPES EQUAL TO OR GREATER THAN S' IN VERT I CAL HE 1 GHT AM FILL
X o FF
PE 0000.0 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
v0
FF 0000.0 6x3 � PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
•0 v 6 EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
_ FC � .0 � FC � INDEX MAP
HE APPROVAL OF FINAL INSPECTION.
0D
r� �r0000. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
000b, °rO00°' SCALE : I " = 200'
o0.o 00.0 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT frT
oo.o
FC Fc FG
0. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF WILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- Z
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL Q
BENCH MARK D I STANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. J
TYPICAL OVERALL FOOTPRINT DIMENSIONS CONSTRUCTION NOTES & QUANTITY ESTIMATE CL
COUNTY OF RIVERSIDE B.N. IM. T-21--of !S. EROSION CONTROL; ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
1 1/2' MASS DISC IN COW. CYLINDER LOCATED rM T1[ fNIERSECI ION Or FM ST. N0. ITEM QUANTITY UNIT 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
AM RAND 40 CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CAL IFORM IA ROM TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
TO TtZ INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.IN THE N.M. I LOT GRADING ( 16 LOTS X 15 C.Y./LOT) 240 C.Y. SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA-
TIONS,
OMB I NA-
21 tll0 TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE <
Underground SerV I ce Alert CORDER OF THE INTERSECTION I ' E. OF A T' CHAIN(INK FENCE, PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 0
AN" 30. CALIF. GAS VALVES, 40' N. of P.P. tNO.tl 94' N. OF THE t21VTEI1LtNE
Robert B8 ti 1'1.,Wi Z l 1 a w Prost & A swei tes of OHM CALIFORNIA ROAD. F I eERGLASS WITNESS POST SET I ' V. OF YOMMNT. U.P.C. CHAPTER I 0.R.
LLJ
cm ADJ. DATE: 9-13-82 ELEV. 1128.410 116. ALL PROPERTY CORNERS SHALL BE CLEARLY DEL 1 NEATED IN THE F 1 ELD PRIOR
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. - ?
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYOR U
26'T65 SINGLE OAK DR 1 VE`S�U91'��.OT 2trEcu>.A. CJhI I FORK 1 A 91590 DUNER/DEVELOPER 17 THERAPPL I CANTHAND HIS NENGINEER FROM THE 1 RESPONSIBILITY� DSFOR THE W
-S00-422-4133 �„� �
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
MESA HOMES REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
275SS YNEZ R0�4D SUITE xOD TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. I
TEMECULA, CALIFORNIA 92591 Irr)
TWO WORK I NG DAYS BEFORE YOU D 1 G (901) (.74-7290 �
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE ?KFESS/ Desi 2ned By Drawn By Checked B C D r wing N0.
,( T. JL/GL AC/GL RECOMMENDED BY: u*_ CITY Qf T E M E C U L A DEPARTMENT OF PUBLIC WORKS N
Contractor Horizontal Plans Prepared Under The Supervision Of •
AS SHOWN IV. e ACCEPTED °1,= DATE:_!: ''� TRACT NO . 2 41 3 3- 1 z
Ino�etfor 1�3 " Dote ��y- FRINCIPAE NGINEER, FOR CI ENGINEER
�• �'o-�11 - RA.-{MOND CAGY PRECISE GRADING PLANS
Date Canplotoa Vortical 0), CIVI%_ �r AS SHOWN � GP -\E� R•C•E. �• 45393 Esolro* 6-30-96 it. ISN. 44aw Es}fr" 6-WI-''9C• Q
LOTS 80-84 a 132-142 sheet 1 o
J . N. 400493
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�•�s. 73.a Z 73 _Z • / ' 1172.+ P o ,M N _ ' ly. g I L/H.P •, 161 .4 LOT 143
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/ 72 7t 1170a G1 8 1
TR . 24133-3 ` - a ' 7 116 PE= I 166 . 5
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/ lT 602 6 PE 1 171 . 5 9.4 602 FG
LOT 106 13d °' $ .9 tip 5 PE PE 117,2 FF 1 172.3 PE 11 X60. 1 •3 6t Co" LGA-RA&E P-L
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OPEN SPACE F w ' =G f� /3S Tq.o FF 1173. 7 _ FF 1173. 4 602 70.5 FF 603 PE 1168 .0 THAN IYPI!-AL.
174. 4 803 /#,6-01 a FG i s FF 1169- X41
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- 48.37 48.37
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112 BENAVENTE
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SCALE 1 " = 20 ' LOT 131 4 5 s sl g. 5. 39.08 w R
FG
(� 44. 94 F 39.08 4 (.'1.8 S �'•tFG 6 LOT 79
rid - oa O1 Ly i►.d. 6T .9 F 1 16? '
PE= 1166. 1
1
F G I G FG\ 68.4 GF 1 169- O
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LOT 85 70.3 , 69.7 FG
PE= I 174 . 2 - --- EGF 1 169.0 7 .6
F 1170. 8 ' ��' GF 1 169.9 A
J •�
FG
-S 82 Z.
� J F�b 84 6 83 (�b•b � 169.6 10 .
03
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1 6! 4 .� PE PE 111►10
13 _ FF 1170. 4 •
.5
603 1 169.7 r \ F G 602 Va O
FF 1169.5T
FCS
67 .
bulFG 602 k PE 1 168.8 f G 9 F& Owl
.9 T -9- yK
69 0
LOT 86 �� = FF 1171 .36gGa TH.P rr• do v+ _�`
1 1 2 = PE 1 170.6 ar•` ►
� o PE- I 174. 8 9.T 69.
10 LP
6 FG _
F G tr
L" �+ o
T0.6 70.6 r o : A a s.5► , 45.5 ••
N �O. o r m
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_ 52.38 45_4 LOT 57
PE= 1166 . 9
Underground SerVLce Alert
Robert Bein, Wi l l is m, Frost & Associates
o
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS Z SURVEYORS LOT 56
1 -800-422-4133 28765 SINGLE OAK DRIVE.SUITE 250.TEMECULA. CALIFORNIA 923 DO PE= 1 167. 4
(909) 676-8042
1
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE Designed air Drawn By Checked B
T. ��'1 JL7GL AC/GL RECOMMENDED 8Ys i DATE: t st CITY OF T E M E C U L A DEPARTMENT OF PUBLIC WORKS D aw i n No.
Contractor Horizontal �� �� Plane Prepared Under The Supervision Of
I " = 20 ' ACCEPTED BYs GATE: 2 =3i�[Y TRACT NO . 24133 - 1
Inspector SEE SHEET 1 48393 Date �'/�' Q¢
t * Ri�MA N� �ERG�OSR �Y ENGINEER
EXP. 6-30-� PRECISE GRADING PLANS
verticol �•� IV1�•- �r Expires a-31-9(s
Dote CompletedC
q ¢ ���� R.C.E. ".. 48383 Esplt.e 6-30-96 R.C.E. M.. 401500LOTS 80-84 & 13 2 - 1 4 2 � 1 Z of 21S oe
J . N. 400493