HomeMy WebLinkAboutLot 19,23-27 - PreciseGrading LEGEND
PROJECT SITE
TOP of WA L I_ C T 0000.00 B luv
TOP OF CURB T.C.
TRACT NO , 24133 - 1
FLOW LINE F.L. aK XB
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HIGH POINT H.P.
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FINISHED GRADE F.G.
A 5' A 0a" C 5' 5' C carD
FINISHED SURFACE F.S. MIN PRECISE GRADING PLAN
� MIN MIN IOD MIN
GARAGE FLOOR GF 0000.0
PAD ELEVATION PE 0000.0 X: i i Vm a
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FINISHED FLOOR FF 0000.0
WATER SERVICE W o2 8 b Di
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AIR RELEASE VALVE _0_{:Dl
91
FIRE HYDRANT ` Y TYPICAL SIDE YARD DRAINAGE
DRIVEWAY14 * DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
CORNER MEASURED PERPENDICULAR TO THE PROPER"Y LINE.
STREET LIGHT a—
IN1. 11
SLOPE I 12' MIN. P/L 8' MIN. BLDG. PAD
ABOVE PAD 5' MIN, 3' MIN. E EV, 111 m EIB
EXTRA DEPTH FOOTING • �
COMPACTED . o
��� M
INDICATES AMOUNT OF BERM O 6' MIN. '• % •
VICINITY MAP
EXTRA DEPTH FOOTING ,
NOT TO SCALE
ACCESS RAMPMIN,(� •�' ' � 4 • "
12'
LOT NUMBER 211 MAX. % MIN. ♦ p GRADING NOTES
2% MIN, SECTION A — A 21% MAX. � � � � � •+
s •
INDICATES MODEL FOR SIDE YARD SLOPES GREATER ,. • 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
UNIT TYPE 4 THAN 5' IN VERTICAL HEIGHT ,� s 37 « AS AMENDED BY ORDINANCE 457.
B • '� " " 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
INDICATES ELEVATION 12' MIN. ABOVE PAD ELEV. „ a sn ' • DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
,. w 41 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
WATER BLOW-OFF
� 3. MAXIMUM CUT OR FILL SLOPES = 2.1.
THIS LOT REQUIRES A BACKWATER VALVE
PER SECT. 409 OF U.P.C. PER APPROVED _ ROUND OFF TOP PROJECT S I TEis 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
WATER AND SEWER PLANS. ( sc� IN P/L
17�x MP+F' ) 5 " N �s +• a ,a +� �� ' ' FILL SLOPES OVER 5' HIGH.
EX ISK T. &-LOC, WALL ` 5. ALL GRADING SHALL BE DONE UNDER YHE SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY YHAT ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1' DEEP.
T_
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
SECTION B — B ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
FOR REAR YARD SLOPES GREATER ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE,
THAN 5' IN VERTICAL HEIGHT SCALD 1' = 200' GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
INDEX MAP 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YID. Q STORM FLOWS, ALONG
TOP OF CUT SLOPES.
6' MIN, 5' MIN. P/L 5' MIN. 6' MIN. SCALD 1' = 200' 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
3' MIN, 1' 1' 3' MIN, ONE FOOT,
MUDSILL MIN, MIN. MUDSILL 30.00' 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
II:—_ — LOTS INCLUDED THE PRELIMINARY SOILS INVESTIGATION BYo
30.00' 30.00' CONVERSE CONSULTANT
' ®
-_ S
•� TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
12' MIN, 12' MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
will AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
2% MIN. 211 MAX. 6' TYP. 2% MIN, ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
21% MAX. 21% MAX. 00 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE AT LEAST 24
SECTION C — C 00 REQUESTING FINISH LOT GRADE9A D94-6411 RS DRAINAGE INSPECTION. OU HISIN INSPEC ADVANCE
0 00 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT,
V M
0 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
5' MIN. P/L601 d 602 603 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FRDM
3' MIN, 1' A A EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR T❑
MUDSILL MIN. 6' MIN. THE APPROVAL OF FINAL INSPECTION.
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
12' MIN. 24 MAX. 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
CONSTRUCTION NOTES do QUANTITY ESTIMATE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
2% MIN, TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
21% MAX. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
SECTION D - D TYPICAL OVERALL FOOTPRINT DIMENSIONS NO. ITEM QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN,
1 LOT GRADING (6 LOTS x 15 C.Y./LOT) 90 C.Y. 15. EROSION C❑NTROb ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
SCALE, 1' = 20' 2 INSTALL TRAFFIC- PSOx BROOKS MopEL, ND. I-R-T., LE PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER
J FIL cor.IORETE M00FL, WO. V-ZW- OR EQUAL API-)PE 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
BENCH MARK U.P.C. CHAPTER 10.R,
Robert Bein, William Frost & Associates mmy F ran lex Ma T-29-81 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
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CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 6 SURVEYORS 10 1Z IM N WE: MM UFATU RM DE RIUM la IFMff ST. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
1-800-422-4133 28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA 92590 AMI IME C&FM 041A 40 KE IN RAMS CKFM IM 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
(909) 676-8042 111 TW NTUZM IF UM C&FOdIIA IM AN MAt:GMffA RDA41M 111 KY. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
MM ff 1IE NIIIUM 1' E.IF A 7' 0#" M 21' x 16' RECTION OF ERRORS OR OMISSI❑NS DISCOVERED DURING CONSTRUCTION. UPON
N= IL CALF.fig VALVES 41' Il IF PR NJ) 94' K F Tw aNmx REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
IF MW C&FOMD 011 F3MM YIKZ PMT SET 1' V.ff M t9F. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
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AL )Ali9-13-82 RV, IM411 l D
TWO WORKING DAYS BEFORE YOU DIG L - 56
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D SCALE Q%WsSIpiDesigned By_ Drawn By Checked By_ RECOMMENDED B DATE B DroawIn No,
R,6F ( REY/SED Fea7-RRiNTS fSW.4LE �d OWNER/DEVELOPER ��.� � A. /j < JOHN LeSAGE ADEL CASAO JOHN LeSAGE CITY ❑ TEMECULA M E C U L A DEPARTMENT ❑F PUBLIC WORKS
Contractor LOTS 1-9.24 Z& Horizontal .4v �,Z` lj �, Ptak P ared Under The Supervision Of
ACCEPTED BYi DATEt s L-114"
MESA HOMES AS SHOWN W No.43090IL TRACT NO. 24133-1
Inspector 27555 YNEZ ROAD, SUITE 20 •` Exp. 3/3t-96me d.- j Date PRINCIPAL E WEER, FOR CITY GINEER
• TEMECULA, CA 92591 vertical 4
�f �111` �� MICHAEL AN RAYMOND A. CASEY
Date Completed TEMECULA,
676-7290 _ _ PRECISE GRADING PLANS
N/A F OF C ALAE R.C.E. No. 090 Expires 3-31-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 19 AND 23 - 27
Sheet 1 of
DRAWING 1 TITLESHT J.N. 400493
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Underground Service Alert BENCH MARK
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CALL TOLL FREE SEE SHEET NO. 1
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
Lr?955-&1�rt,
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D OWNER/DEVELOPERSCALE Q�OFESSlp�, DESIGNED BY DRAWN BY CHECKED BY CITY OF TEMECULA Drawing No.
RBF l REV/SEo FDOTPR/NTS Jr Sw'4LES o MESA HOMES ! ! /'/ JOHN LeSAGE ADEL S. CASAO JOHN LeSAGE RECOMMENDED DATE: S=$_ DEPARTMENT OF PUBLIC WORKS
Contractor LOTS /9 24 je 2b HORIZONTAL ,�`r `�`� lb's �. P an ep d Under The Supery i s ion Of
27555 YNEZ ROAD y TRACT NO . 24133- 1
SUITE 200, TEMECULA
_ _ ACCEPTED BY: DATE:
Inspector CA 92`991 1 - 20' "` No.43M " ate: s 8 PRINCIPAL ENGINEER, F CITY ENGINEER
TEL. NO. (909) 676-7290 � X31 MICHAEL T LMAN RAYMOND A. CASEY
Date Completed VERTICAL f �, << R.
- - - PRECISE GRADING PLAN
N/A OF C A�1E R.C.E. No. 43090 Exp i res 3 31-96 R R.C C.E E. No. 41880 Exp I res 3 31 96 LOTS 19 AM � - 27 SHEET 2 OF 2
PLOT: 04-27-95 JN: 400493 DRAW INC: SHEET2
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