HomeMy WebLinkAboutLot 15-25,102-111 - PreciseGrading LEGEND-
TOP
SAD EIEC. -D.J' IN.OF CURB OOOO OO 8
T . C. PALOMA DEL SO.. L
FLOW L t NE F.L. x� 8 �� s
NIGH POINT 14.P.
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FINISHED FLOOR FF 0000.0 IExcErtR IE)LCE TX a, PAM MIA RlMII W
•EIS C C .��E D D PRECI E G ADING PLAN
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�F 1141SHED SURFACE F.S. OTEDI WTEDI ' 4r
' ptADE illllaR G. O. ` \ ; � •
161
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GARAGE FLOOR GF 0000.0 xi i i °C
TRA T NOW
c 3
PAO ELEVATION PE 0000.0
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AIH RELEASE VALVE -a
g. P>IoD ~may
F 1 RE HYDRANT `O' ♦ �� ♦ �� ��4
OR I VIEWAY [.L • • • • •
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STREET LIGHT 01--: TYPICAL SIDE YARD DRAINAGE
(N. T. S. )
TO S#tl 0 I EGO
RATER SERV ICE w PROJECT SITE
SEWER SERVICE I I s TRACT NO. 24132-1 VICINITY MAP
SLOPE - I
EXTRA DEPTH FOOTING ` �` NOT TO SCALE
s
WHEEL CHAIR RAMPdo
✓ , ' �p �� �1 �� 1A 1S 1T tT
TCH BIASIN G. Is]
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CA ` ♦ r�Q
ASE MMUM BLOW-OFF +GRA DING NOTES
C>l
♦ ♦ 1 I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
LOT NUWWR ❑X AS AMENDED BY ORDINANCE 45T.
qD QSO ,\ 2. M 1 N I MUM BUILDING PAD AND DRA 1 NAGE SWALE SLOPE SHALL BE - I'/..
1 hb t CA'i ES MODEL 9H ' � PROJECT S�
coRTE VA ♦dJ r: .,� 3. MAXIMUM CUT OR FILL SLOPES 2. 1 .
UN t T TYPE
B tP .r Vb,� � 4. PROV I DE 5 ' W I DE BY I ' H I GH BERM OR EOU I VALENT ALONG THE TOP OF ALL
INDICATES ELEVATION
10 %1 0 1PS2 g FILL SLOPES OVER 5 ' HIGH.
'
12" MIN. ABOVE PAD ELEV. S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF- A COMPETENT
INDICATES AMOUNT OFC1 33 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
EXTRA DEPTH FOOTING
�J •16 .rj •!A PLACED AND WHO SHALL SUBMIT A F I NAL COMPACTION REPORT FOR ALL FILLS
�
� OVER I ' DEEP.
THIS LOT REOUIRES A BACKWATER VALVE ROUND OFF TOP
3g
�
� • ENGINEERING REGISTERED TENRSMALL SUBMIT
IONI OA
PER SECT. 409 OF U.P.C. PER APPROVED S • TRACT NO. 24133-3 DEPARTMENT WRITTEN OFCOMPLETION Of UGH
WATER AND SEWER PLANS. (SEE INDEX MAP) \ O GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
A♦ ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE ,
TRACT NO. 24133-5 GRADE , ELEVATION AND LOCATION OF CUT / FILL SLOPES.
G A3
T. PROVIDE BROW D 1 TCM, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
TOP OF CUT SLOPE.
SECTION B - B (N. .5. )
9. FINAL COMPACTION REPORT WILL BE REOUIRED FOR ALL FILLS GREATER THAN
FOR REAR YARD SLOPES GREATER ONE FOOT.
THAN 5 ' IN VERTICAL HEIGHT
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RE6MMENDAT I ORIS OF
THE PRELIMINARY SOILS INVESTIGATION BY:
6" MIN. S' MIN, r/l S' MIN. 6• MIN_ TWOCBSESS OFFI NAL COMPACTION REPORT DATED:
I2171/N
THE SHALL BE SUBMITTED TO THE
3 ' MIN. I ' I ' 3 ' MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MUDSILL MIN. MIN. MUOSILL MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEbECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS. INSPEC-
12" MIN. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
2% 1011110.
21% MAX. A A EACH LOT.
• 2% MIN. 2: 1 MAX. 6" TYp• It. CUT SLOPES E OtJAL T A f
0 OR GRE TER THAN S 1 N VERT t CAL "EIGHT GhIT A14D FILL
LI.
21 % MAX. �► SLOPES EOUAL TO OR GREATER THAN 3IN VERTICAL HEIGHT SHALL BE
SECTION C • C • " PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
MEXMAP EROSION AND INSTABILITY IN ACCORDANCE WITH ORD 1 NANCE 45T PRIOR TO
(N. T. S. ) `i THE APPROVAL OF FINAL INSPECTION.
SCALE : 1 " = 200 ' 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
S' MtN. P/L • 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
3 ' MIN. I ' LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
MUDSILL MIN. 6+► MIN.
14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND S0RVE'YOR SHALL SUBMIT
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
ARE
IVVEN IIF AN •ELEVATIONN WITHTRESPECTCTOTADJACENTEGROUNDL
SHALL
KGISURFACE
N.T.S. IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
27. MIN.
GIVEN.
2 I % MAX. 2s 1 MMX.
IS. EROSION CONTROL: ALL GRADED SLOPES SMALL ME PLANTED WITH ROSEA ICE
SECTION D PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
(N. T. S. ) 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-
TIONS, 15 ' ON CENTERS. SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE I
2. LOTS I5-25 ® 102411 NO• ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
U.P. C. CHAPTER IO.R. z
_ I LOT GRAD I NG ( 21 LOTS a IS C.Y./LOT) 315 C•Y.
BENCH MARK 16. ALL PROPERTY CORNERS SHALL 19E CLEARLY DELINEATED IN THE FIELD PRIOR a
O COMMENCEMENTOF ANY CONSTRUCTION/GRADING.
COUNTY OF RIVERSIDE R.B. NO. T-2l-Bt c�
1 1/2' BRASS DISC IN COW. CYLINDER LOCATED FRO TW IIITERSEL'TIOR OF FRORI ST. 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS bOES NOT REL 1 EVE -
NO RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD THE APPL 1 CANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- o
TW PRIVAI EF EIMIAEER SIMM Tf1ESE RESPCNSYbLE PGR A � RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON
10 THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.IN THE N.W. AM ACCEPTABILITY OF THE DESIGN HER ON. M THE EVENT OF DISCREPANCIES ARISING AtrM REOUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTEDcic
CORNER OF THE INTERSECTION I ' E. OF A T' 04AINLIW FENCE, 21 ' 1 16' CITY APPROVAL OR DURING CONSTRUCTIOM. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (ND.OI 94' N. OF THE CENTERL IlE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' V. OF MONtKNT. THE CITY. -
ADJ. DATE: 9-13-82 ELEV. 1128.410
W
APPROVED BY: CL
BASIS OF BEARINGS OVNER/DEVELOPER11 11 SHEET Q
Robert Be1n,Will'iam Prost & Assmiates ' CITY OF TEMECULA
THE BEARINGS SHOWN HEREON ARE BASED ON A PORTIDII Or TEE MESA MOWS y \' 1%- ].
CENTERLINE OF BUTTERF IELD STAGE ROAD AS SHOWN 0!1 PARCEL TT13S YNQ ROAD. SIRTE ZOO
PROFESSIONAL ENGINEERS, PLANNERS i SURVEYORS 1
�.►�. .,,« 11111111 MIK. MOW M ,��,►. �,..MlA .�.. TRACT NO . 24133- 4
N
MAP NO. 23432 FILED IN BOOK I59, PAGES 38 THROUGH 61 OF TEWCULA CAUFORNIA 921911!' _ RAYM A. CASET R.C.E. 41M
PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF ��' "r '�' �1ti0 �'
PRINCIPAL ENGIN NEER EXP. 3/3 I/96
RIVERSIDE COUNTY, CALIFORNIA BE I NIG N 04' 2 5 '05" W , � [»1r�� �- �
c 1 TY OF TEIECULA PRECISE GRADING PLANS ar 2 _
$
R1E7 sY� s�
Civil. H—
Ox?E: : ��' \E DATE BY DESCRIPTION APP 'D DATE - V
MICHAEL A7/T YL AN cxP• 3-3;..4s R.C.E. &090 C"- LOTS 15-25 8 102-ill
R E V I S I O N S CITY DATE: 3
J. N. 400249
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M APPROVED BY: ,A CITY OF TEMECULA SHEET
Robert Be'in, Wi t t'iam Frost & Associates
PROF
! I _ ESSIONAL ENGINEERS, PLANNERS S SURVEYORS 2
T} �� TRACT 24133 - 4
0s SCALE 20 :� aIWKE 00 WIVE. SUITE . TOWMA. � a00 IMMIA al
�► _ � � RAYI�IOPD A. CASEY R.C.E. 4 1880
[soar a1e-0012 Isoar 070-n40 NO.
4W90 PRINCIPAL ENGINEER EXP. 3/31/96
FTV I EV ED 8Y: M.. -1 \� C I n of TEkIEC" PRECISE GRADING PLANS of
Cl V
DATE: OF cA>.�E DATE BY DESCRIPTION APP 'D DATE
LM I CHA L A. LMAN R.C.E. 4 090 R E V I S 1 0 N S DATE: 't l LOTS 15- 25 1 0 2 - 1 1 1
J . N . 400249
_ i