HomeMy WebLinkAboutLot 39-50 - PreciseGrading LEGEND wpm PROJECT SITE
-0111. B N 11N.-aa
TOP OF SLOPE T.S. NI 0000.00
TOP OF CURB T.C. z w
FLOW LINE F.L.
B �i' °
HIGH POINT H.P. aS L A
�' B m'
24 3 2
""' �r
FINISHED GRADE F.G. C] AN
A MIN A em P1 E I E I DIN PL
C I IN C i D MIN D
FINISHED SURFACE F.S.
PHASE 1
GARAGE FLOOR GF 0000.0 f z _ �1
z
PAD ELEVATION PE 0000.0
X -• PAUM
FINISHED FLOOR FF 0000.0
109
WATER SERVICE ¢
IO
SEWER SERVICE O-
S
AIR RELEASE VALVE TYPICAL SIDE YARD DRAINAGE • �
FIRE HYDRANT `O'
DISTANCE FROM FRONT PROPERTY CORNER T THE GARAGER
DRIVEWAY
CORNER MEASURED PERPENDICULAR TO THE ROPERTY LINE.
t� w
w w STREET LIGHT 0_ I II� 12' MIN. P/L 8' MIN, BLDG. PAD Ty w x Gw
MY. 19
SLOPE ABOVE PAD 5' MIN. 3' MIN. ELEV. E Mso1FM
COMPACTED « VICINITY MAP
w w
EXTRA DEPTH FOOTING BERM MIN. • � CP�'(� • � •
INDICATES AMOUNT OF X �%- w w w
EXTRA DEPTH FOOTING O w \�O • w w NOT TO SCALE
.� � w
ACCESS RAMP 1 ' MIN. GRADING NOTES
24 MAX. 2% MIN. s w w w w «
2% MIN. 21% MAX. � s► w w w
LOT NUMBER x0 SECTION A — A w • w « w s w 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
INDICATES MODEL FOR SIDE YARD SLOPES GREATER w w GO " AS AMENDED BY ORDINANCE 457.
THAN 5' IN VERTICAL HEIGHT A w w s = w 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
UNIT TYPE 4 w s w w * ' w DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
w w
B 12' MIN. ABOVE PAD ELEV, CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
s w w � s
w
INDICATES ELEVATION 3. MAXIMUM CUT OR FILL SLOPES = 211.
w w • w
WATER BLOW-OFF w • w 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
THIS LOT REQUIRES A BACKWATER VALVE ROUND OFF TOP ' w \ ��
w FILL SLOPES OVER 5' HIGH.
PER SECT. 409 OF U.P.C. PER APPROVED — 5' �• s �.� w 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
WATER AND SEWER PLANS. ( SEE INDEX MAP ) 3* • SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
w PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
w • OVER 1' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
■ ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
SECTION B — B S� GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
�w tw ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
FOR REAR YARD SLOPES GREATER -VAN` w GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
THAN 5' IN VERTICAL HEIGHT
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, MLONG
TOP OF CUT SLOPES.
M • •t� tw 1M 1
P/L 8. FINAL COMPACTION REPORT WILL BE REQUIRED FDR ALL FILLS GREAT6 THAN
6' MIN. 5 MIN. 5 MIN. 6' MIN. " w "' w, ONE FOOT.
3' MIN. 1' 1' 3' MIN.
MUDSILL MIN. MIN. MUDSILL IS of 'w 's' 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECDMMENDAT16M OF
ws THE PRELIMINARY SOILS INVESTIGATION BYi
:. CONVERSE CONSULTANTS DATED DECEMBER 23, 1988 i
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
�� �• ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
12' MIN. 12' MIN. MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
27. MAP ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
2% MIN. 2�1 MAX. 6' TYP. 2% MIN. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINtERING
21% MAX. PAIN. 21% MAX. 40.00' DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
SCALE, 1' = 200' REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
S E C T I O N C — C TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
39.00' EACH LOT.
40.00' — LOTS INCLUDED
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT ANDl FILL
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
p/L PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
5' MIN, EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
3' MIN. 1' THE APPROVAL OF FINAL INSPECTION.
MUDSILL MIN. 6• MIN. o 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. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILbING
2�1 MAX. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
27MIN. `� MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
217. MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN,
SECTION D — D NO. ITEM QUANTITY UNIT
TYPICAL OVERALL FOOTPRINT DIMENSIONS 1 LOT GRADING (12 LOTS x 15 C.Y./LOT) 180 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
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
S ALES 1' = 20' SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
Under round Service Alert BENCH MARK
U.P.C. CHAPTER 10.R.
C3 ,
14hbeH Bei 1FiUiam Frost & Associates MIM OF OIZIN Ul is TV16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
PROFESSIONAL EI�i1;1N�RS, PLAME7tS t SIRVEYORS 21/2' Kt11A ZZ Ai OIC LRaTD FM 1W Df1ERSTCT101 IF FEW SL
1795 YiQ W. SF. 410010M a• 11221 IN MR CALFW RX II KE f1M IirrQ11 CALF M ROAD 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
OF T1119CALL TOLL FREE (909) 676-8042 , FAX (909) B76-7240
IE OthRSECTIDI
-8 LL T -4133 M TAI!INR MTA� TIE KY, THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
ONER IF TIE NrRSEM F E A P OMIILRI( FDIC, 21' x 16' RECTION OF ERRORS OR ❑MISSIONS DISCOVERED DURING CONSTRUCTION. UPON
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
Aiii1l16 CALF. GAS VAtVE� M' IF PP.0111111) 94'K OF TIE 0111X REQUEST,
THE CITY ENGINEER FOR REVIEW AND APPROVAL.
IF RAMS CIILFTIdQA itML 111TTETS PINT ZT 1' W.IF IOIIlF]fT.
TWO WORKING DAYS BEFORE YOU DIG ALL M l 9-13-82 ELEV. 1I28.411 LD95 - 094 GR c
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D OWNER/DEVELOPER SCALE �pfESS/p DESIGNED BY DRAWN BY CHECKED BY ` Drawing No.
"'/ JL DFL S. CASAO JL RECOMMENDED DATE: - -� CITY OF TEMECULA DEPARTirENT PUBLIC �oiacs
HORIZONTAL
Contractor ti \�� !`'s r Plans rep r d Under The Supervision Of
RICHMOND AMERICAN r ACCEPTED BY: ATE:
Inspector 17310 REDHILL AVE. , ITE 320 As No-
Inspector
PRINCIPAL ENG FOR CITY ENGINEER TRACT NO . 24131 -2
IRVINE, CA 92714 ESP. 3/31-N ,� 0 Date: STEVEN W. CFZSSW E LL
Date Comp I eted VERTICAL Cl CT 1I` o��`� MICHA L A. LMAN - PRECISE GRADING PLAN
N/A F OF CA��E R.C.E. No. 90 Expires 3-31-96 R.C.E. No. 47160 Expires IZ-31-95 PHASE 1 , LOTS 39 — 50 SHEET 1 OF 2
PLOT. 08-10-95 JN: 400863 DRAWING: TITLESHT
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GRAPHIC SCALE IN FEET
NOTE • /
Underground Service Alert * - DROP GARAGE So LOWER
THAN NORMAL.
Robert Bert, FiUiam Frost & Associates
PROFESSIONAL 0CINM, K ANNM ! SINEM
2M rtfz W, SIE. foo*TOM a. fS1
CALL Tal FREE ON) 676-8042 , FAX (909) 676-7240
1-800-422-4133
TWO WOWING DAYS BEFORE You DIC LD95 - 09G GR
CONSTRUCTION RECORD DATE BY REV I S I ON5 DATE ACC'D BENCH MARKSCALEJL A S. CASAO JL
Q�p f E S S/p4,� oEs I GI,ED BY DRAWN BY CHECKED BY RECOMMENDED B � DATE: �'�-� CITY 0 F T E M E C U L A � OF PueL I� Drawing No.
p
Contractor HORIZONTAL y��``��E,l A ,y<<� �c� P 10 Pr par Under The Supervision Of
1" =20' i No.43090 s ACCEPTED BY: �' DATE: s-lT-fx
Inspector SEE SHEET NO. 1 d P 3/3,�e Date: & PRINCIPAL ENGI , FOR CITY ENGINEER TRACT NO . 24131 -2
VERTICALsj' �/f l� � MICHAEL A. TY AN STEVEN w ctzEssh/ELL PRECISE GRADING PLAN
Date Completed N/A lF OF CA���� R.C.E. No. 43 Expires 3-31-96 R.C.E. No. 47180 Expires IZ 31-95 PHASE 1 . LOTS 39 - 50 SHEET 2 OF 2
NLU1: 08-09-95 JN: 400863 DRAW I NG: PH 1 SHT 2
_ _ ,i