HomeMy WebLinkAboutLot 46-78 - PreciseGrading LEGEND
PROJECT SITE
TOP dF SLOPE TS" iw aEv. s
TOP OF CURB 0000.00 BTRACT N [l , 24132 F
FLOW LINE F.L. ZB
n j
HIGH POINT H.P.
FINISHED GRADE F.G. PRECISE GRADING PLAN
A 5' A Q C s s• C MED D
FINISHED SURFACE F.S. MIN Mn MIN MIN A MIN A
GARAGE FLOOR GF 0000.0
PAD ELEVATION PE 0000.0 X: i VIA W
PAI11A
FINISHED FLOOR FF 0000.0 r�
y SJ
WATER SERVICE W i i ROOD
SEWER SERVICE S *'f ti E
AIR RELEASE VALVE ,
FIRE HYDRANT 1.01
TYPICAL SIDE YARD DRAINAGE Pm °
DRIVEWAY
STREET LIGHT O—
III MIT, 79
12' MIN. P/L 8' MIN. BLDG. PAD
ABOVE PAD 5' MIN. 3' MIN. ELEV. TO SMI I®
EXTRA DEPTH F❑DYING
INDICATES AMOUNT OF
COMPACTED VICINITY M A P
EXTRA DEPTH FOOTING 'X BERM Zi— 6 IN. S9 60 61 62
X—F�' 57 63
NOT TO SCALE
ACCESS RAMP
1 6 7 66 ss
2' MIN.
LOT NUMBER 211 MAX. 2% MIN. 52
2% MI". SECTION A - A 21X MAX. 51 72 7 '°
9 ,� 3 GRADING N ❑ TES
INDICATES MODEL 7
FOR SIDE YARD SLOPES GREATER 47 4
UNIT TYPE 4B THAN 5' IN VERTICAL HEIGHT 76 75 1, ALL GRADING SHALL C❑NF❑RM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
AS AMENDED BY ORDINANCE 457.
INDICATES ELEVATION 12' MIN. ABOVE PAD ELEV. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
D3. MAXIMUM CUT OR FILL SLOPES = 211.
THIS LOT REQUIRES A BACKWATER VALVE ROUND OFF TOP CT.'-.) ,
PER SECT. 409 OF U.P.C. PER APPROVED — 4. PR❑VIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
WATER AND SEWER PLANS. (SEE INDEX MAP) P/L SEE PLAW FILL SLOPES OVER 5' HIGH.
5'
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1' DEEP.
2/
SECTION B – B �- 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA/^�� ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
FOR REAR YARD SLOPES GREATERQ
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
� ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
THAN 5' IN VERTICAL HEIGHT_ GRADE, ELEVATION AND LOCATI❑N OF CUT / FILL SLOPES.
Sa i 45' J 7. PR❑VIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
- _- T❑P OF CUT SLOPES.
6' MIN. S' MIN. P/L 5' MIN. 6' MIN. ) 8. FINAL COMPACTION REPORT WILL BE REGWRED FOR ALL FILLS GREATER THAN
3' MIN. 1' 1 1' 3' MIN.
ONE FOOT.
MUDSILL MIN. MIN. MUDSILL _ � irk e �
Z NS 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIOOF
JL CS �h THE PRELIMINARY SOILS INVESTIGATION BY•
INDEX MAP
.�; �:_• � CONVERSE CAN SU L7ANTS j _4AN . l8 � tq a9
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
12' MIN. 12' MIN. SCALE, 1' = 200' ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN 2% MIN. 2d MAX. 6' TYP. 2% MIN. 40, .--�'" �`� .. -- �_/ - _.,- . f- i - ® – LOTS INCLUDED
CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
21% MAX. 21% MAX. 3TC,-I� S1.VD10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
SECTION C – C DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
- REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
® EACH LOT.
4
z x X 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
5' MIN. P/L e _ SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE. FROM
3' MIN. 1' d) N EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
THE APPROVAL OF FINAL INSPECTION.
MUDSILL MIN. 6' MIN.
XX
XX XX Fx_x_l 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
rj LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
12' MIN. 211 MAX. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
2% MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
21% MAX. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIREATHE ACTUAL
N❑. ITEM QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTION D - D TYPICAL ❑V R A L L FOOTPRINT D I M E N S I❑N S ❑T GRADING <33 LOTS x 15 C.Y./LOT) q.95 C.Y. 15. EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
EA. PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
SCALE, 1' = 30' 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
Underground Service Alert PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER Q
BENCH MARK U.P.C. CHAPTER 10.R.
Robert Fein, William Frost & Associates awff IF R7vEM &K 19 T,Z9-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 11� TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
11/?' FM � )M ME �� laJ1TD ID Tit �� IF W ST.
1-800-422-4133 28765 SINGLE OAK DRIVE,SUITE 250,TEMECUL06 CALIFORNIA 92590 M0 RAMCIE GLfftiAQA 0112 ZB ME IN RNA GL1F111dA (�➢
17. APPROVAL ❑F THESE PLANS BY THE CITY DR ITS AGENTS DOES NOT RELIEVE
(909> 676-8042 TO T1f MTERSELTIUI IF RWE f/1UFlRMA ROM Nil MMIC�RlTA ROA>�DI Tlf MV. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- �
CM0 OF THE OITERS>:CTIDi I' E IF A T alADM Rn 21' x W RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
AREDID I CALF. GAS VALVE$ 4l'K IF PP.Qat)9f K IF Tlf CDff LOf REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
OF RAMI}Il GILFMU ROAQ F7E1fiASS V[TIfSS POST SET 1' V.OF Wff.
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TWO WORKING DAYS BEFORE YOU DIG AL 1NTE, 9-13-P ELEV. IM42
,cc
CONSTRUCTION RECORD DATE BY REVISIONS D TE AC 'D OFESS/ Designed H Drcen B Checked B V
G/G/95 ac ! ,eEv/sE� HousE FooTP�PiNTS DRA/NAGE SCALE �o Q�'` A 0�// JL ADEL CASA❑ GL RECOMMENDED BYE ATEA /-�• CITY ❑F- TEMECULA
DEPARTMENT OF PUBLIC WORKS Drawn No. M
OWNER/DEVEL❑PE r� �' N
Contractor /V LOTS 4(a-SD 75-7B Horizontcl H `v� (mss ff Plnn Prepared Under The Supervision Of
CENTEX HOMES ' r" ACCEPTED BY, DATES / /e�9s I
W L W CIRCLE. AS SHOWN No•43090 PRINCIPAL E INEER. FOR CITY GINEER TRACT N❑. 24132 - F
Inspector 2280 CORONA, CA 91720 STE. ( 0 9 AAL 0 Data RAYMOND A. CASEY
Ettp. 3/31-96
(909) 279-4000 Vertical l C r`` ` ICHA L A. TYL N PRECISE GRADING PLANS
Date Conpteted N/A SOF OF CAL� R.C.E. No. 43090 Expires 3-31-96 R.C.E. No. 41880 Expo es 3-31-96 LOTS 46 - 78
Sheet of 3 J
J.N. 400602
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F� - t - TRACT NO. 24132
IZJ#Z' 1011SCHOOL SITE
LOT 114-
Underground
14Under round Service Alert
of
Robert Beim Filliant Fmst & Associates
PROFMIMK DCIhM. PLM#M t %RVE1rORS
ZM SINCE DX ORRE, SIE. 25D*MM a. 2MIo-321
CALL TOLL FREE (909) 676-8042 . FAX (909) 676-7240
1-800-422-4133
J
Two WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D DESIGNED 8Y DRAWN BY Ci-ECKED BY Drawing No_
SCALE ��p4 E S S/p JL ADSL CASAO GTL
RECOMMENDED BY: ATE: ���- �5 CITY OF T E M E C U L_ OF �
A DEPARTMENT -I c WORKS �
(e�G/ RBF EV/SED HOUSE fOOTPR/NT5 0,84iNAGE ��O ` A !`
C&'O t actor On/ LOTS 46-50f 75-79 HORIZONTAL P I a s P pared Under The Super v I s I on Of N
1" = 20' W i No.43090 s ACCEPTED BY: DATE:
Inspector d moo. ��� Date: lZ PRINCIPAL INFER, FOR TY ENGINEER TRACT NO. 24132-F �
M CHA L T YLMAN RAYMOND A. CASEY PRECISE GRADING PLANS off.
VERT I CAL Xr III r I ��`
Date Completed NSA 'fF pF Ck�1��� R.C.E. No. 43090 Expires 3-31-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 46 -53 , & 72 -78 sH= 2 OF 3 Q
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PLOT: 11-14-94 JN: 400602 DRAWING: PGSHT2
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Under round Service Alert Robert 9ein, Ililltamirost dr Associates 112. 16'
PRffESSIM& ENGINM, K-4#M t &RVE1rOR4
0 2M S1W DIX Mf*, SIE. ZOOMM G. 95W]621 �l ��•
(909) 676-8042 . FAX (909) 676-7240
CALL TOLL FREE
1-800-422-4133
Q
J
Two WORKING DAYS BEFORE YOU DIG of
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE OVESS10 DESIGNED BY DRAWN BY CHECKED BY Drawing No.
��` "we JL ADEL CASAO GL RECOMMENDED BY: )ATE. -EK c - CITY 0 E T E M E C U L A M
o DEPART1rENT OF PURL I c wo12Ks
Contractor HORIZONTAL •��4"i`��E` s�= P 1 an Pr ared Under The Supervision OfN
_ • N
SEE SHEET NO. 1 1" = 20' No.43090 ate: 1 ACCEPTED PRI IPAL ENGI OR CIT EY NGINEERL�
ATRACT NO. 24132 -F '
Inspector �P "3� tee M I43090
EL A. YLMAN � RAYMOND A. CA EY P R E C I SE GRADING PLANS
Date Completed VERTICAL ✓I'l X11 It �� Q
N/A F OF C A`�ED R.C.E. No. Expires 3-31-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 54 - 71 SHEET 3 OF 3
PLOT: 11-14-96 JN: 400602 DRAW I NG: PGSHT3