HomeMy WebLinkAboutLot 14,18, 86-88 - PreciseGrading LEGEND OL PROJECT SITE
TOP OF CURB 0000,00 « Z TRACT NO , 24131
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A
FLOW LINE F.L. L-0110-
HIGH POINT H.P. ' TV.
PRECISE GRADINCi PLAN
a 71
FINISHED GRADE F.G. MIN-' amB MIN MIN B MIN C }(�
FINISHED SURFACE F.S.
18 86 - 88
GARAGE FLOOR GF 0000.0 14 )
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PAD ELEVATI❑N PE 0000.0
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WATER SERVICE WN
SEWER SERVICE S14 11 N
g $
AIR RELEASE VALVE TYPICAL SIDE YARD DR INAGE 20 :' 22 " _` 0 r n a s �KIM
FIRE HYDRANT xy DISTANCE FROM FRONT PROPERTY CORNER TO 1HE GARAGE " VIA QANDE 7e 'LP RQ
CORNER MEASURED PERPENDICULAR TO THE PRCPERTY LINE.
DRIVEWAY PROJECT SITE
71
STREET LIGHT 10' OR 12' 17 � 7m9
6 W /
SLOPE III W I + •• W m SAN DDT
74 75� I
7677 n u
EXTRA DEPTH FOOTING ,s « VIA- OR 7' VICINITY MAP
INDICATES AMOUNT OF O TMAILBOX " w 77 = T t
EXTRA DEPTH F❑❑TING X (TYP. ) � « NOT TO SCALE
ACCESS RAMP 13 7+ ., w n GRADING NOTES
P.C.C. _
a SIDEWALK �TBER / 'Y J « 70
LOT NUMBER �+ J w w « 1. ALL GRADING SHALL C❑NF❑RM T❑ THE 1994 UNIFORM BUILDING CODE, CHAPTER 33,
MAILBOX LOCATION v f0 w '° A AS AMENDED BY ORDINANCE 457,
INDICATES MODEL SO 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = I%.
4 DETAIL NO2 N.T.S. . ft •+w s' DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
UNIT TYPE B . 47w CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES,
INDICATES ELEVATION7 u sw w a 3. MAXIMUM CUT OR FILL SLOPES = 211.
_.- u
WATER BLOW-OFF • s, a 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
10' OR 12' . s ORE a FILL SLOPES OVER 5' HIGH.
THIS LOT REQUIRES A BACKWATER VALVE 6' VV�'�"
PER SECT. 409 OF U.P.C. PER APPROVED — 48 16 12' MIN. ABOVE PAD ELEV. 7 1! w " 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
WATER AND SEWER PLANS. ( NONE REQUIRED ) Cr MIN.I TYF5-.l 47 •` SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
so « w PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
MAILBOX 4' MIN. ROUND OFF TOP OVER V DEEP.
ECULA
(TYP. ) CLR. P/L 5, — 6 ENGINEERING D CIVIL DEPARTMENT NEER WRITTENALL SUBMIT TO THE CITY OF CERTI CERTIFICATION ❑F COMPLETION OF RDUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
CATN SHA
INDEX MAP GR DEN ELEVATION ANDD
DLOCATIONI OF CUTT/ FILLIOSLOPES LL BE TO LINE,
P.C.C. CURB rt<
SIDEWALK SCALE. 1' = 200' n(),� 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
GUTT R E SECTION A — A SCALE 1" = 200' TOP OF CUT SLOPES.
5' MIN.
MAILBOX LOCATION ® LOTS INCLUDED B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
6 MIN. P/L 5' MIN. 6' MIN, FOR REAR YARD SLOPES GREATER
DETAIL NO . 1 THAN 5' IN VERTICAL HEIGHT
3' MIN. 1' 1' 3' MIN. ONE FOOT.
MUDSILL MIN. MIN. MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
N.T.S. THE PRELIMINARY SOILS INVESTIGATI❑N BY,
CONVERSE CONSULTANTS DATED DECEMBER 23, 1988
TWO SETS OF THE FINAL COMPACTI❑N REPORT SHALL BE SUBMITTED T6 THF
�• 3'x4' CONC . 3'x4' A.C. 3'x4' CONC. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN REC❑M-
12' MIN. 12' MIN. STOOP PAD STOOP MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
3'x4' CONC. ANCE WITH THE RECOMMENDATI❑NS OF THE PRELIMINARY S❑ILS REPORT.
STOOP 40.00' 40.00'
2% MIN. 211 MAX. 6' TYP. 2% MIN. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
21% MAX. MIN. 21% MAX. /40.00' DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
S E C T I❑N B — B REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
L- --- - - - - -- TI❑N MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
5' MIN. P/L EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
3' MIN. 1' - g `n ' ;n THE APPROVAL OF FINAL INSPECTION.
MUDSILL MIN, .n N X N N ►�
6 MIN. Sn 0 x V) 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS,
PO PO
x ►')
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
3 LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
1 2
A A
12• MIN. B 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT
CERTIFICATI❑N OF BUILDING
211 MAX. CONSTRUCTION NOTES & QUANTITY ESTIMATE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TI❑N (WITH RESPECT TO MEAN SEA LEVEL> SHALL BE GIVEN. IF AN ELEVA-
2% MIN. " M N• TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
21% MAX. NO. ITEM QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTION C — C 1 LOT GRADING (5 LOTS x 15 C.Y./LOT) 75 C.Y. 15. EROSI❑N CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 'ICE
2 REMOVE EXIST. A.C. PAVEMENT 2070 S.F. PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
TYPICAL OVERA L FOOTPRINT DIMENSIONS 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-
SCALES 1' = 20' TI❑NS, 15' ON CENTERS, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
Underground Service Alert BENCH MARK U.P.C. CHAPTER 10.R, o
Robert gein, lltlliam Frost & Associates
MATY ff RIVERS31 DX IQ T-29-91 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRI❑R
PROFESSIONAL DCINEM, RUNNERS t SZRVEYWS 21/2' MASS DISC M MC MM TED 110 TIE DIIWCT3 T FRUIT ST.
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
27Yfi 1?tZ IaD, SiE. 4009TEIEQIA G. 92591 OWNER/DEVELOPER
CAIN T0.1 FREE (909) 676-8042 , FAX (909) CA. 0 1 AND RANCH CALIFlDd1IA M 18 MAPS UI RANCHO CALFUNA RM1 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
1— U.L TOL FREE TO TW DSIIMCTO ff RANCID A RMB AND MMIGARITA ROAp,IN TIE INV. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- T
CQdER IF THE NTERSECTDIlI i' E, IF A ' CNAIN X FENCE, 21' x 16' RECTION OF ERRORS OR ❑MISSI❑NS DISCOVERED DURING CONSTRUCTION. UPON
ARMCALff VALVES PP Qdt1 � � RICHMOND AMERICAN REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
17310 REDHILL AVE. , SUITE 320 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
IF RATIN CA FROA MAR F WRASS KXSS PAST SET I' V. OF IOl1lENT. IRVINE, CA 92714 �
Two WOW I NG DAYS BEFORE You D I C AL DATES 3-92 UV. UN410 LD97 — 081 GR i
SCALE Quo F E S S/pN Drawing 1 n q No.
CONSTRUCT ION RECORD DATE BY REVISIONS DATE CC'D eENa-1 NARK DESIorFo BY DRAWN BY a-Ea® BY CITY 0 F TEMECULA M
A �l �� ADEL S. CASAO ADEL S. CASAO M.T. RECOMMENDED BY: DATE: 9 �a 77 DEPARnENT OF PLIC WORKS i
O
Contractor HORIZONTAL fps = P I s epor ed Under The Supervision Of — Q
C-, ACCEPTED BY: DATE:
/Af f7 TRACT NO . 24131 1
Inspector SEE ABOVE AS SHOWN � No.43090
� Exp. 3/31-00 ! Dote: a lS RONALD J. PARKS
FOR CITY ENGINEER - PRECISE GRADING PLAN
Dote Completed VERTICAL sf'l CI V I\-
Dote
` ��� MIC AEL TYLMAN ' ` ='
F E� 43090 3-31-0o TITLE SHEET
N/A OF Cko R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-97 ''o►'.! LOTS 149 189 OG U6—UU2 /
SHEET OF
PLOT.- 7-22-97 JN: 400939
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Underground Service Alert O e n p S a C e
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o
GRAPHIC SCALE IN FEET w
Robert Bein, 1Filliam Frost & Associates
CALL TOLL FREE PRUTSSIWL ENGINEERS PLANERS k SLRVEYORS
1 -800-422-4133 71555 YU R, Sri:. 0*MEau G. ger
(909) 676-8042 , FAX (909) 676-7240
LD97- 061 Ga
Two WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARK SCALE Q�p F E s S�o�,' DES I GNED BY DRAWN BY CHECKED BY RECOMMENDED B Y DATE: 8 1 a 97 CITY 0 F T E M E C U L A o�ARTw�xT � �-I C WORKS Dr aw I n9 No.
d
p l ADEL S. CASAO AD S. CASAO MT - N
Contractor t HORIZONTAL h� \v`�`� `(��i ��, Plans P par nder The Supervision 0
�_ ACCEPTED BY: ��� DATE: 24131 - a
Inspector SEE SHEET N0. 1 20 of ENo.43090 3 -00 'e Dote: 17 PRINCIPAL ENGINEER, FOR CITY ENGINEER TRACT NO . 1
Exp. 7 RONALD J. PARKS o
Date Completed VERTICAL f�I �, �,� Q�,� MICHAEL A. TY AN PRECISE GRADING PLANS
p N/A E of Ck��E� R.C.E. No. 43 90 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-97 "'��; LOTS 14 18 & 86-88 SHEET
,. >. 2 OF 2
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PLOT: 07-22-97 JN: 400939
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