HomeMy WebLinkAboutLot 14-21,52-59 - PreciseGrading LEGEND
PROJECT SITE
TOP OF SLOPE T 0000.00 B 11f�►
TDP OF CURB T.C.
TRACT NO , 24133 - F
FLOW LINE F.L.
B
HIGH POINT H.P. ll9N
e TR Q tR.
FINISHED GRADE F.G.
PRECISE GRABING PLAN
FINISHED SURFACE F.S. A MIN A C tp�, 5�,
C e� D MIND
GARAGE FLOOR GF 0000.0
PAD ELEVATION PE 0000.0 = i i Vm RAM[
X PAN
�s
FINISHED FLOOR FF 0000.0
WATER SERVICE W Nz 8 k z
ROAD
SEWER SERVICE S N
AIR RELEASE VALVE
FIRE HYDRANT ` Y TYPICAL SIDE YARD DRAINAGE
Pm Km
DRIVEWAY DISTANCE FROM FRONT PROPERTY CORNER 0 THE GARAGE
CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
STREET LIGHT 0_�
SLOPE I ( 12' MIN. P/L 8' MIN. BLDG. PAD
I :
ABOVE PAD-'-,,," 5' MIN. 3' MIN. ELEV. TU SMI 1Fm
EXTRA DEPTH FOOTING s
INDICATES AMOUNT OF COMPACTED " q- 4 VICINITY M
EXTRA DEPTH FOOTING 'X BERM MIN. n „ Pv s
2:I 7574NOT TO SCALE
ACCESS RAMPFIT %; „• , 7 0p
12' MIN. a • • �o n ri n
LOT NUMBER ❑X 2'% MIN. 1% MAX. - �., 11 ,. GRADING NOTES
SECTION A - 0
INDICATES MODEL �+ +s 0 � 34 �
FOR SIDE YARD SLOPES GREA ER a +. 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
UNIT TYPE 4 THAN 5' IN VERTICAL HEIGH • " o is f , AS AMENDED BY ORDINANCE 457.
z�
B � ,. By i 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
INDICATES ELEVATION 12' MIN. ABOVE PAD ELEV. 17 0 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
>m CONSTRUCTED A MINIMUM OF 2 FROM TOPS OF CUT OR FILL SLOPES.
WATER BLOW-OFF
34 3. MAXIMUM CUT DR FILL SLOPES = 211.
THIS LOT REQUIRES A BACKWATER VALVE +. 40
ROUND OFF TDP u o: J
PER SECT. 409 OF U.P.C. PER APPROVED - m m p 4+ 4. PROVIDE 5 WIDE BY 1, HIGH BERM OR EQUIVALENT ALONG THE TDP OF ALL
WATER AND SEWER PLANS. ( SP-E I-E'T MFIp ) P/L 51 _+ FILL SLOPES OVER 5 HIGH.
0 ROJAS 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
ft
l N 4 g PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1' DEEP.
� M =
SECTION B - B 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
NENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
FOR REAR YARD SLOPES GREATER 49GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
.. ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
THAN 5' IN VERTICAL HEIGHT p V) GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
TOP OF CUT SLOPES.
6' MIN. 5 P/L MIN. 5 MIN. 6' MIN. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
3' MIN. 1 1' 3' MIN. al
ONE FOOT.
MUDSILL MIN. MIN. MUDSILL
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BYi
- INDEX MAP CONVERSE CONsut`TANTS l2 -21-ac
•' TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
12' MIN. 12' MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
35' 34' SCALE, 1' = 200' MENDATI❑NS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
2% MIN. 24 MAX. 6' TYP. 2% MIN. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
21% MAX. 21% MAX. Milli 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
SECTION C - C 00 PE 0000.0 LOTS INCLUDED REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
P 0000.0 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
PE 0000.0 F 0000.0 FF 0000.0 EACH LOT.
FF 0000.0 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
5' MIN. P/L o _ 00 _ 00 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 TD
T
MUDSILL MIN. 6' MIN. 701 702 703 HE APPROVAL OF FINAL INSPECTION.
A A 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. 211 MAX. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
27. MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE PAD ELEVATIONS. RIFIC TIOD
❑N (WITHRESPECT WHERE
MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
217. MAX. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
NO. ITEM QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTION D - D TYPICAL OVERALL FOOTPRINT DIMENSIONS 1 LOT GRADING (16 LOTS x 15 C.Y./LOT) 240 C.Y.
15. EROSION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
cIr�
SCALES = 20' 2 wil PvG IZO L F 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
O (A GIT-,( of TE.MEGUL.A IS FZEQUIM-0 Z F-A 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 Beim, William Frost & Associates am uF um IK Iia T-29.8L 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
CALL TOLL FREE PROFESSI❑NAL ENGINEERS, PLANNERS & SURVEYORS
I L7 PM LSC DI CE C1IM LEATU FRDI TIE MTORSEC1101 IF IM ST. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
1-800-422-4133 28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA92590 NO RANaU C&FM 0418 9B KE.IN LVM CAt-FWA IBM 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
(909) 676-8042 TO THE MT RSECTIDI OF RAM O DL1F1101IA ROM AMI MARWITA MUM TIE KY. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
CM IF TIE NIERSFCIIDI 1' E OF A 7' 0 Alliin! FEMCE, 21' x 16' RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
•
AMM 2 CALF. GAS VALVES 4t' K OF PP. Oat) 94" It OF THE MOERI E REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
OF RWO CALFM RK Fflff= yfWZ W IT 1, V IF MKS TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
TWO WORKING DAYS BEFORE YOU DIG
ALL MTElt 9-1 Div.1128.4ro 95- O Z9
CONSTRUCTION RECORD DATE BY REVISI❑NS ACc'D pfESSI Designed B Drawn B Checked B
SCALE o Q0. T ��'/ JOHN LESAGE ADEL CASAO JL RECOMMENDED BYE `-'� DATES ! 2� 95 DrawingNo.
�� �,l �' CITY O F TEMECULA DEPARTMENT OF PUBLIC WORKS
OWNER/DEVELO ER �, �o e�
Contractor Fiorizontnl h ��, �f s+ Pions Prepared Under The Supervision Of �/ / f
" "
Y1 DATE
ACCEPTED BS 7
MESA HOMES AS SHOWN W Nc.48393TRACT NO. 24133-F
Inspector 27555 YNEZ ROAD, S ITE 200 �` Exp. 6/30/9e ' Dote Z-/¢ -9S PRINCIPAL GINEER, FOR CIT ENGINEER
"GREGORY T. LEBLANC RAYMOND A. CASEY PRECISE GRADING PLANS
TEMECULA, CA 92591 Vertical `rl� Civil- ���
Date Cowpteted (909) 676-7290 N/A +jF IF C R.CZ No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 LOTS 14-21 L 52-59 1 2
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CALL TOLL FREE
1-800-422-4133 SEE SHEET N0. 1
TWO WORKING DAYS BEFORE YOU DIG
L D 95-029GR
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D OWNER/DEVELOOER SCALE o tJOV E S S 10,1 DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE: 3/21/ CITY 0 F T E M E C U L A Drawing No.
�T. JOHN LeSAGE ADEL S. CASAO JPL
DEPARTMENT OF PUBLIC WORKS
Contractor MESA HOMES HORIZONTAL ,`•� ��•�� B!� �f• Plans Prepared Under The Supervision Of
27555 YNEZ ROAD
SUITE 200, TEMECULA - - " ACCEPTED BY: ATE zf1f5/
Inspector CA 92991 ' 20 "o.45393 �• Dote: Z-fit-9S PRINCIP ENCIINM. F ITY ENGINEER TRACT NO . 24133-F
TEL. NO. (909) 676-7290 � GREGORY T. LEBLANC RAYMOND A. CASEY
Date Comp I eted VERTICAL s,1l CI V IV o�,�. PRECISE GRADING PLAN
1' a 20' f OF C A1.�E R.C.E. No• 43893 Ex p i r es 6-30-96 R.C.E. No. 41880 Ex p i r ea 3-31-96 LOTS 14-21 � 52-59 SHEET 2 OF 2
PLOT: 02-1-95 JN: 400716 DRAWING: SHEET2