HomeMy WebLinkAboutLot 38-41,55-58,87-90 - PreciseGrading LEGEND PROJECT SITE
HIGH POINT
PAD ELEV. -0.3' IN.
TOP OF CURB 0000.00 _1E
T.C. PALOMA DEL SOL
FLOW LINE F.L.
L-00.Z�
HIGH POINT H.P.
115, Tyi. Tw. VIA RAMI
FINISHED FLOOR FF 0000.0 (EXCEPT c (EXCE T PAURA
P
WERE C WERE D D PRECI E RADING PLAN
FINISHED SURFACE F.S. Nam) NOMM) lAcC
4
GRADE BREAK G.B. ROAD
x
CATCH BASIN C.B.
3 2 - 2 t PROJECT SITE
GARAGE FLOOR GF 0000.0 t TRACT NO , 24135 = 3 F_
PAD ELEVATION PE 0000.0 Pico
rEIXHI
V
4 mom
AIR RELEASE VALVE WY. T9
BLOW OFF 0-1 TYPICAL SIDE YAR6 DRAINAGE (N.T S. TO SAN DIEGO
FIRE HYDRANT '<y S
1 5' MIN. P/L
DRIVEWAY X MIN. If 13 VICINITY MAP
STREET LIGHT MUDSILL MIN. ISM 01N. -lot NOT TO SCALE
WATER SERVICE
SEWER SERVICE
2Z MIN TRACT NO. 24135
SLOPE 21 % MAX. 2: 1 X. SPARZA GRADING NOTES
EXTRA DEPTH FOOTING r= SECTION SHEET *2 1 . ALL GRADING SHALL CONFORM TO THE uNiroRm BUILDING CODE, CHAPTER 70,
WHEEL CHAIR RAW (N. T.S. ) f03 fol r0% AS AMENDED BY ORDINANCE 457.
2. MINIMUM BUILDING PAD AND DRAINAGE WALE SLOPE SHALL BE IX.
3. MAXIMUM CUT OR FILL SLOPES - 2: 1 .
l2w MIN. ABOVE PAD ELEV. -PROJECT SITE
Cop 4. PROVIDE 5' WIDE BY I ' HIGH BERM CYR EQUIVALENT ALONG THE TOP OF ALL
CjkS
FILL SLOPES OVER 5 ' HIGH.
ROUND OFF TOP 6,1 Lr. 6 6,
& 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
CONSTRUCTION NOTE SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
5 ' PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
6 OVER I ' DEEP.
LOT NUMBER v, CA& 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CITY OF TEMECULA
945 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
INDICATES MODEL STE GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
01 (N.T- S. ) co Nh ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
SECTION B N N 41 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
UNIT TYPE .3 L'\ 7.0 Nq I's "i
FOR REAR YARD SLOPES GREATER T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
THAN 5 ' IN VERTICAL HEIGHT TOP OF CUT SLOPE.
Ci
8. F I NAL COMPACT I ON REPORT W I LL BE REQU I RED FOR ALL Ir I LLS ISREATER THAN
INDICATES AMOUNT OF 10 ONE FOOT.
EXTRA DEPTH FOOTING 6" MIN. 51 MIN. P.L 5 ' MIN. Ow MIN. 10% 9. ALL GRADING SHALL BE DONE IN CONIFORMANCE WITH REC WIMEMATIOM OF
THIS LOT REQUIRES A BACKWATER VALVE \ X MIN.- - I ' I I_' 3 ' MIN.- / NI. TRACT NO. 24135-1 THE PRELIMINARY SOILS INVESTIGATION BY:
PER SECT. 409 OF U.P.C. PER APPROVED MUDSILL MIN. MIN. MUDSILL 0 CONVERSE CONSULTANTS DATED: I-Ir-89
WATER AND SEWER PLANS. SEE INDEX MAP TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATIONDESIGN RECOMI-
MENDAT IONS AND CERTIFICATION THAT GRAD ING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THEPREL IMINARY SOILS REPORT.
12w MIN. 2 . MIN. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
2 Z MAX. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
2% MIN. 2: 1 MAX. Sw TYPo REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
21% MAX. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
SECTION C C EACH LOT.
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
(N. T.S. ) SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
35.00 j 31 .00 1 33.33 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.
7,'
INDEX MAP 12. DUST SMALL BE CONTROLLED BY WATERING Oft OTHER APPROVED METHODS.
3.8 13. FINISH GRADE SMALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN 1/40 PER FOOT FOR A MINIMUM OF 3 FEET.
SCALE : 1 " 200 '
C; u�
IV 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
GIVEN.
L 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12* ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAW
TYPICAL OVERALL FOOTPRINT DIMENSIONS TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHEET INDEX CONSTRUCTION NOTES & QUANTITY ESTIMATE SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
SCALE : 1 "=30 ' TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
2. LOTS 38-41 , 55-58, 87-90 NO. ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
Q LOT GRADING ( 12 LOTS x 15 C.Y./LOT) ISO C.Y. U.P.C. CHAPTER IO.R. z
BENCH MARK 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CL
COUNTY OF RIVERSIDE B.M. NO. T-29-81
I 1/2w BRASS DISC IN COW. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- Cl
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.V.
CORNER OF THE I NTERSECT I ON I ' E. OF A T' CHA I NL I W FENCE, 21 ' i 16' REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT.
ADJ. DATE: 9-13-82 ELEV. 1128.410 LLJ
W
APPROVED BY: D_
fCFEZ SHEET
BASIS OF BEARINGS OWNERIDEVELOPER f0Cff-%f
Robert Bein, William Frost & Associates T. CITY OF TEMECULA
THE BEARINGS SHOVIN HEREON ARE BASED ON A PORTION OF THE MESA HOMES ff)
CENTERLINE OF BUTTERFIELD STAGE ROAD AS SHM ON PARCEL 27555 YNEZ ROAD, SUITE 200 PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS u
211765 SINKE OM WIVE. SUITE M, TDCCU-A. C011.1rWHIA 92"0
MAP NO. 23432 FILED IN BOOK 159, PAGES 38 THROUGH 51 OF TEMECULA, CA. 92591 tons ore-ft" Fox toot f"I.-no RAYMONID A. CASEY ft.C.E. 4 1880 TRACT NO . 24135-3
PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF (909)-676-7290 PRINCIPAL EMINEEN CM. 3/3 1/96
R I VERS I DE COUNTY, CAL I FORN I A BE I NG N 040 2 5 '05 W PREPARED BY: CITY OF TEMECULA PRECISE GRADING PLANS 2
clvl%-
DATE a DATE BY DESCRIPTION APP &D DATE
CF C'KL\1 I I L)
GRE90RWT. LEBLANC R.C.E. 48393 1 LOTS 38-41r 55-58e 87-90 <
R E V I S 1 0 N S DATE: 116f1dN
J. N. 400571
LO-T 61 IN 1111
?48-
LOT 60 LOT
?C= 1246- 8 ?E= 1245. 2
45. 4,2
CA
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35. 07
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.5 IZ54.1 I - 7--:-:: -T LOT 102
- - rds- 1 1 28
1 38.0 8. 0 1 dp FL., 32.6 FG _ _20 -A ir, r CD I f I- I OPEN SPACE
'In 1;� le, IT]
F'(; 38.2 Z $1 Ito to I I C(.0" I cc 0 11
LOT 54 It - A L
rt FIG OPT. N 34. 4
PE= 1239. 8 I ECK 34.4 13' 1232.6
3 3 1 FG PE L7_ 1 -q CP
!'F' - FF 1235. Ito-
FG7
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135.
FIG
I GFIZ -2
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1-36. 0 F4 N n 0 .
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100.
LO-T 42 FG ks
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t I 14t 3.0 0 _r
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941
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IN FF 1233.T yj
2 F&
FIG 1. FE I Z'3.3.0
PII of"r 34. 0
L Peck,
SG' FIG F G
FG DECK FIG 00.0*1
QWL j 1 34. 0 33.0 -F
35.'s 1 33.0
0 Z5Z.7
FL.,A/.P.
FL.,AL P- C
0 PC
5 7. ca 0 1 a Ft. H.P. T
&, I LAP 57.96
5-r. CIO LOT 91
00
PE= 1223. 6
LOT 32 LOT 33 0 1
PE= 1224. PE= 1223. 2 LOT 35 LOT 36 LOT 37 N
LOT 34 PE= 1219. 9 PE= 121T. 7 PE=1216. 2 0
PE= 1221 . 6 WIN III III
1010 20 208 1
SCALE 1 " 20 '
APPROVED BY: C T I E K I E krr:","'W1 L 4% SHEET
Robert Bein, William Prost & Associates FEZ or
PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS TRACT NO . 24135-3 2
WM SIMILE OM DRIVE. SUM U0, MIECULA. CIALIrMIA OEM AYM A. CASEY R.C.E. 4 1880
(SIDS7 MI FAX (M) fr@�7240 R I NC I PAL ENG I W'M EV. 3/31/96
d� EXF-&-30-9% I TY OF nWCULA PRECISE GRADING PLANS OF 2
, C,V%\�
DATEt /A-/V-#3 CA-\i DATE BY DESCRIPTION 1APP 'D I DATE
&RE60R3� r LEBLANC R.C.E. 483.93
R E V I S 1 0 N S DATE: LOTS 38-4ir 55-58r 87- 90
M,
J . No 400571