HomeMy WebLinkAboutTract Map 22915-3 Lot 31-58 Precise Grading - .-. -.-. ..,_. .,. _ -, r:_ -. ... --,. ,. -_,.r , ,r-. ... .-. - i ., ':r r -.a,:- _ - .. .-f t -h ?nVs-. +k - - qyn..•.w::- k '.-K'A`I
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PI`i0 JLGl SITE
LEGEND
Dl> B \
VAL) Elf V.
' " AIN C, lz- CTION
0 L L
F LOW L I NE F . L .
-i - QIIr� B, \ 915m3
HIGH POI N1 H. F'. ! .. ...f .-•• NO . 22
r I�' TYF'. 1 ( 15' lYl , \ ��h;( � J\' • �'. �,
F I N I SHED GRADE - F . G.
IfXCfF'1 EX(EFl T
A 5 A wll[RE 5 5 C VIER[
5 d }'
M!N MIN mIIli Mir c%
FINISHED SURFACE F . J. � NO EDI X
NOTED) � �'_ 1� v A !,ANI Y,
PRECIS. E GwHm""' ADING PLAN
JTOP OF SLOPE - I . 5• t .
D' V,,, A�4 W
FINISHED GRADE - - - -- - F . G. 1z X17
GARAGE FLOOR - - - GF 0000. 0
in cry V 03
PAD ELEVATION - PE 0000. 0 Z z z MON
30
FINISHED FLOOR -- - - -- FF 0000. 0 �o fix• ° � o Qom• (����
AIR RELEASE VALVE ROA
E�0 P
FIRE HYDRANT -. _. .. _ _ _-_ - - - -- `CY
TYPICAL SID YARD DRAINAGE �9
DR I V EWA Y ----- - - - - --
STREET LIGHT -
TO SAN DIEGO
-- - --_ -- - -- - - C)-f----��
O
WATER SERVICE - -. - ��W)
12" MIN. \ F'/L 8 ' M IN. BL DG. PAD
ABOVE PAD 5 ' MIN. 3 ' MIN. \ ELE V.
SEWER SERVICE
COMPACTED VICINITY MAP
-
SLOPE - BERM 6 MIN. �j
EXTRA DEPTH FOOTING - C1 I I J 1l 4�--
ACCESS RAMP
12" MIN.
2: 1 MAX. 2Z MIN.
-
2Z - ,A A SECTION - 21 % MAX. y6. TRACT 22915-I 49 49
_ � _ GRADING NOTES
30
CONSTRUCTION NOTE - \� r �Jk LJE YAF�D ' L OF'E GRE i E R47
51
T HAN 5 ' I N VE RT I CAL HE I H1 �6,
52 4, , ��E•;�+�, �,_: -;�i :'� _ _. Y _~ � ' �., � HE UPJ UIFORM BUILDING CGDE f CHAPTER 70,
LOT NUMBER - --- - - CX] 0' S8• 5„T- 5S 53 54 33 46 A` AML Nut v BY 0 R D i NAt-4LL 457 .
INDICATES MODEL - - I2 MIN. ABOVE PAD ELEV. 'IF: to 44 45 1 . MINIMUM RU I L U ! NG PAL) ANL) DRAINAGE SWAL E SL OPE SHALL BE IX.
\
� 4 _ __.. .. .- CORTE 1
UNIT TYPE - 31 3e 4243 3. MAX ! MUM CUT OR F I l f cL.
- ------ - -- - - - - - - --
vrtS = 1 •
13 2 349 33* 360 31 3b 390 40 41 4 . F'F(Gw 1 DE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
INDICATES ELEVATION - - - - ROUND OFF TOP
FILL SLOPES OVER 5 ' HIGH.
P/L 3 30 of 6
51 FINISHED GRADE AS 29 28 27 TRACT 22915-2 5• ALL GRADING SHALL BE DONE UNDER T HE. SUPERVISION OF A COMPS TE N1
INDICATES AMOUNT OF - - �. 2 - ,
C� SH01�TJ 01V FLANS 4 26 25 24 23 22 2l 20 19 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
EXTRA DEPTH FOOTING PL ACED AND WHO SHALL SUBMIT A FINAL COMPACT ION REPORT FOR ALL F ILLS
_ 5 MINA OVER I DEEP .
THIS LOT REQUIRES A BACKWATER VAI VE --- -
6 7 NUNEZ 6• A REGISTERED CIVIL ENGINEER SHALL_ SUBMIT TO THE CITY OF TEMECULA
PER SECT. 409 OF U. P . C. PER APPROVED - � 8 9 I PUBLIC WORKS DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
WATER AND SEWER PLANS. SECTION B - B 0 II 12 13 14 IS 1 16 17 18 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
(SEE INDEX MAP AT RIGHT) _ ISSUANCE OF THE BUILD I NG PERMIT . CERT IF I CA1 ION SHALL BE TO LINE ,
FOR REAR YAFI:D `_IL UPE L, GFl AI E R c!1 GRADE , ELE VAI ION AND LOCAL ION OF CUT / F ILL SLOPE S.
THAN 5 ' IN VERTICAL HE I GH1 30
0 7 . PROVIDE BROW DITCH, DESIGNED 10 HANDLE 100 YR. Q STORM FLOWS, ALONG
TOP OF CUT SLOPES.
Lu b TRACT 22915-2
0 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
:. . iv r /L 5 ' MIN. -�' ONE FOOT .
"
6" MI . '- - --' -- _. _-- _--- 6MIN.
5 ' MIN. P/L - -N \ 3 ' MIN. I ' 1 ' 3 ' MIN \ a 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDA110NS OF
-- - - -- ---
3 ' MIN. 1 ' MUDSILL MIN. MIN. MUDSILL THE PRELIMINARY SOILS INVESTIGATION BY:
- - --
MUDS ! LL "� I N. 6., MIN. PACIFIC SOILS INC. _ _ DATED: DECEMBER 18, 1988
- " l
--- r F I NAL_ COMPACT ION RE FORT SHALL BE :, lE1(�� E D 1 u HE
6:D
FURL I C WORKS DEPARTMENT WHICH SHALL INCLUDE F OUNDAI ION DIE Sl GN RE COM-
- _ MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
'` 12" MIN. 12 ' MIN. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
- -- - - -
MIN. 2: 1 MAX. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA PUBLIC WORKS
--1-27- -- 2% MIN. 2: 1 MAX. 6" 1YP. '�-2% MIN.
-- DEPARTMENT , TELEPHONE (909) 694- 641 I AT LEAST 24 HOURS IN ADVANCE
2% MIN. 21 % MAX. �+ 21 % MAX. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
2 I % MAX. SECTION C - TION MUST BE APPROVED PRIOR 10 BUILDING PERMIT FINAL INSPECTION FOR
SECTION D - D -- ---_ _ __.._ INDEX MAP EACH LOT .
II . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL
SCALE I TUU SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
THE APPROVAL OF FINAL INSPECTION.
12 . DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
50. 00 GRADING QUANTITY 13. F INISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
50. 00
- --- 50.00 J LESS THAN 1 /2" PER FOOT FOR A MINIMUM OF 3 FEET .
- .... __ -- _
-- - - 14. A REGISTERED CIVIL ENGINEER SHALL. SUBMIT CERTIFICATION OF BUILDING
FIE KXXX. X 28 L 0 1 S X 15C . Y . /L 01 4l0 C . Y . FAD ELEVAI IONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED , THE ELEVA-
FF XXXX. X F'E XXXX. X F E_ x.xxX . x
'TION (W' ITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN ELEVA-
- - FI XXXX. X� �F XXXX. Xj TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED ,THE ACTUAL
- -
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
I �� � _Z- 0 3 0
- o
15. EROSION CONTROL : ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
X- �i X Lr) X
- Ln -�___. Lo PLANT Al 12 ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
- � SHEET INDEX 15 ' IN VERTICAL HEIGHT , IN ADDITION TO GROUND COVER , SHALL BE PLAN-
- I ' TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF . SHRUBS
L-xxl
�X , LXX SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER , COMBINA-
L.._...._ .. _ 1 I ONS , 1 5 ' ON CENTERS. SLOPES OVER 4 ' IN VERTICAL, HE I GHT SHALL HAVE
BENCH MARK - 2 . L01 S 31 - 38 & 55- .�8 PERMANENT IRRIGATION SYSIEMS WITH BACKFLOW PREVENT ION DEVICES PER
COUNTY OF RIVERSIDE B.M. NO. T-29-"81 3 . L 01 S 39- 54 U. P . C. CHAPTER 10. R.
1 112" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INIERSECT ION OF FRONT ST. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO COMMENCEMENT OF ANY CONSIRUCI ION/GRADING.
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W.
CORNER OF THE INTERSECTION I ' E. OF A 7 ' CHAINLINK FENCE , 21 ' x 16' TYP I CAL OVERALL FOOTPRINT DIMENSIONS THE APPLICANT AND HIS ENGGI 17 . APPROVAL OF THESE PLANS THE CITY OR ITS AGENTS DOES NOT RELIEVE
NEER FROM THE RESPONSIBILITY FOR THE COR-
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94 ' N. OF THE CENTERLINE - REC7 1 ON OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT. SCALE: 1" a 30' REQUEST , THE APPROPRIATE PLAN RE VISIONS SHALL BE PROMPTLY SUBMITTED
ADJ. DATE: 9-13-82 ELEV. 1128.410 TO THE CITY E NG I NE E R FOR REVIEW AND APPROVAL .
j B/l7/9A G-T-L.' IL �PE✓isE Fwr1viN7-s La7-4&,¢B,4 /tA, -f9W
BASIS OF BEARINGS OWNERWEVEL_OPER 1 F,�f �; > CITY OF TEMECULA
www" Ido b( r L IIc i t N i l l t �x rrr Frost A A �so� t'u t E /
NE t?'L Ah i Nl, )HiJVr1Y it KL i)N Art[ [SASE U tJId A UK 1 i UN 0. 1 r._ � -
620 NEWPORT CIR . DR . ')UIIE 4UU p F�k0FE �_: � � I_i:'JAL EN�, INEER , r'� ANi�JEh�_. �, uRVLYu(�s �� �� - TRACT NO . 229 1 5 -- 3
CENIERL INE OF RANCHO VITA ROAD AS SHOWN ON PARCEL INC AK DRIVE. SUITE zso. TEMECULA, CAl ,fORNIA 92590 L' ? -
MAP N0. 22514 FILED IN BOOK 145, PAGES 80 THROUGH 85 Or NEWPORT BEACH, CALIFORNIA 92660 2e R. s LE o o E Z •� - - -
RAYM_ J, IL G'IN 3 /96 PREC I SE GRAD I NG PLANS
r� 1909, e� o.z FAX i9ov, ens �z�o � N�• pRINC'PAL ENGINEER Exp. 3/31/96
PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF 43090 - - - - - - - - - - - OF
RIVERSIDE COUNTY, CALIFORNIA BEING N 85.35'00' E EXP.3-31-96 Q -11Y OF TEMECULA COSTA IN COLLECTION - -
REVIEWED BY: P .�fif ;N -� NE JF'ERVISION OF
/ �� CIVti� ��� - - - - - _ _ - - - - - - -- -- - - -
DAlE : .3 K f CAL�Fp�c DAIS BY DESCR I PI I ON APP 'D DAZE 58
R E V I S I 0 N > DATE : - /
J . N .
40
4 1TR . 22915- 1 PE= 1 3 1 0 . 1 PE= 1309 . 5
PE= 1311 . 0 5
05 55•�
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1 -
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PE= 1296 . 8 29
24 PE= 1303 . 1
PE= 1297 . 4 28
27 25 PE= 1302 . 1
PE= 1298 . 0 26 PE= 1301 . 1
PE= 1298 . 6 PE= 1300 . 1
30 PE= 1299 . 3
20 6
30
20
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`3
- CITY OF TEMECULA 5 H E E 1
Robert Bein, William Frost & Associates FESS/ "C
T�
A• 041 TRACT 22915- 3 2
PROFESSIONAL ENGINEERS. PLANNERS & SURVEYORS ���\. Tye �J*1
28765 SINGLE OAK DRIVE. SUITE 250, TEMECULA, CALIFORNIA 92590 RAYMOND A. CASEY R.C.E. 41880 PRECISE GRADING PLANS
(9091 676- 2 FAX (909) 676-720 � NO.
43090 PRINCIPAL ENGINEER EXP. 3/31/96
REv1EwD BY:
EXP,3-31-96 CITY OF TEMECULA COSTAIN COLLECTION OF
�
J'j9 C 1 V 1\.- ���
DATE: L lE' Oe' DATE BYL DESCRIPTION APP 'D DATE p
MICHAEL A TYLMAN R.C.E. 4 090 CA1'\E LOTS 3 1 - 38 5 5- 5 8
R E V I S 1 0 N S DATE: `1rILI
_J . N. 4JU50r
_ 36
3l 35 3
40 F'E = 1 308 . 3 FIE - 1 307 . 7 PE = 1307 . 2 HE _ 13 1 1 . 0
= %
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PE13 10 . I 39 38
PE - 1309 . 5
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20 -- - - -_
79 SCALE 1 " = 20 '
PE1304 . 5 19 78 PE = 1307 . 3
75 77
PE = 1304 . HE 1306 . 7
F'E = 1303 . 9 HE = 1305 . 6
Ilioburt ll( b* /�, 11 11 b' ain Frost ch' 1�'socistc:s / �yEF� ,�{`
B//7�S.rL_ ► 2EV,sE Fioanoemas, cors 46,4910 ,�, CITY_ C) E T E ISI E C U L A >' i t I
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