HomeMy WebLinkAboutLot 85-89,111-127 - Precise Grading r
LEGEND �"� PROJECT SITE
A �,.
III
TOP OF WALL T.W.
TRACT N11 24131 F
K ? Kz
TOP OF FOOTING T.F. A
TOP OF CURB 0000.00PRECISE GRADING PLAN
T.C. IY t1P. TR.
FLOW LINE F.L. MIN I� B MIN MIN B � C C
MIN
HIGH POINT H,P, LOTS 85
FINISHED GRADE F.G. � � i f 0
111 - 127
z zVIA W
FINISHED SURFACE F.S. z PNO
GARAGE FLOOR GF 0000.0
PAD ELEVATION PE 0000.0 m g m 8
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FINISHED FLOOR FF 0000,0
PROJECT SITE CA
WATER SERVICE W
TYPICAL SIDE YARD DR INAGE 115116
SEWER SERVICE S 1 113 Pmt
�E DISTANCE FROM FRONT PROPERTY CORNER T 08 THE GARAGE �, 10 110 11 t 11 R➢.
AIR RELEASE VALVE -o-� CORNER MEASURED PERPENDICULAR TO THE ROPERTY LINE. C, 10 107 11 ' 01
FIRE HYDRANT `O' 40104105 ENC1A 11
10. OR 12• o HER 11VY. 79
DRIVEWAY 3 I 6• 10110 e9 B7 8 as 1 2 TD SA11 DETD
� U � 100 ��� 9 � 5;
;
STREET LIGHT I 9
°� `` G� ° 9 aoe182838412 VICINITY MAP
0 9 79
SLOPE III MAILBOX < v9 9 9 9 7s 7B 77 78 ANO 12 cn
EXTRA DEPTH FOOTING �n'P ) `� g 74 CARO t2 N❑T TO SCALE
9 73 _ 12
INDICATES AMOUNT OF O 70 7172 0� ; 12 GRADING NOTES
EXTRA DEPTH FOOTING G 12
P.C.C.
SIDEWALK CURB &
ACCESS RAMP GUTTER 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33,
MAILBOX LOCATION ILLORA AS AMENDED BY ORDINANCE 457.
LOT NUMBER0 DETAIL N 0.2 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE
CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
INDICATES MODEL N.T.S. G
.0 3, MAXIMUM CUT OR FILL SLOPES = 211,
UNIT TYPE 4B w 4. PROVIDE 5' WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
10' OR 12• U Py f FILL SLOPES OVER 5' HIGH.
INDICATES ELEVATION 3 6' u_ 12' MIN, ABOVE PAD ELEV.11.1P
a lEr 0 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
WATER BLOW-OFF 01 cr MIN. I TYP. U SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
THIS LOT REQUIRES A BACKWATER VALVE I a Q THIS AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
S
PER SECT. 409 OF U.P.C. PER APPROVED — � I U` ROUND OFF TOP OVER 1' DEEP.MAIL 4"
WATER AND SEWER PLANS. (SEF IwVL->c MAX MIN..P) (TYPC P/L 5, 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
CALLE AVELLA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION DF COMPLETI❑N OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATI❑N OF CUT / FILL SLOPES.
P.C.C. CURB do
SIDEWALK 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
GUTTER SECTION A — A TOP OF CUT SLOPES.
MAILBOX LOCATION FOR REAR YARD SLOPES GREATER B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
3' MIN, 1' 1' 3' MIN.
6' MIN. 5' MIN. P/L 5' MIN, 6' MIN, DETAIL NO. 1 THAN 5' IN VERTICAL HEIGHT ONE FOOT,MUDSILL MIN, MIN, MUDSILL INDEX MAP
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
N.T.S. THE PRELIMINARY SOILS INVESTIGATION BY:
SCALE 1' = 200' CONVERSE CONSULTANTS DATED DECEMBER 23, 1988
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
12' MIN. 12' MIN. LOTS INCLUDED 32" x 32" A.C. MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
3' x 3' CONC. PAD 3' x 3' CONC. ® ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
PAD PAD 3' x 4' CONC.
2% MIN. 24 MAX. 6' TYP. 2% MIN. 40.00' PAD 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERfNG
21% MAX. MIN. 21% MAX, 32" x 32" A.C. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
L. F 39.00PAD REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
S E C T I O N B — B 40 00, TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
v _ EACH LOT.
611. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
0 o PO o SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
P/L `� a x a PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
5' MIN, EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR T❑
3' MIN. 1' ►N zZ THE APPROVAL OF FINAL INSPECTION.
MUDSILL MIN, 0
6 MIN, g g Q o 0 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS,
M
801 x 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
A + " LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
802 803 '� 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
12' MIN, A A
2i1 MAX. � PAD ELEVATI❑NS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED THEELE VA-
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA-
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRERTHE ACTUAL
21% MAX, — I DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTION C C 15. EROSION CONTROL= ALL GRADED SLOPES SHALL BE PLANTED WITH R❑SEA ICE
PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
TYPICAL OVERALL FOOTPRINT DIMENSIONS C O N S I R U C 11 ON N O 1 E S & QUANT 11 Y E S 11 M A 1 E 15' IN VERTICAL HEIGHT, IN ADDITI❑N 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-
SCALE, 1' = 20' NO, ITEM QUANTITY UNIT TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
lO LOT GRADING (22 LOTS x 15 C.Y./LOT) 330 C.Y. PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER cr
UNDERGROUND SERVICE ALERT BENCH MARK U.P.C. CHAPTER 10.R, 0
Robert Bei?, A'illiam Frost & Associates MUNTY OF IIZVERSIDE 111. IQ T-29-81 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR N
PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P 1/2' PASS DISC D1 COIC CYLDIDER L3 ATED FFM THE NrTERSECTIN OF FMIT ST. OWNER/DEVELOPER TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
5514FZ ROAr-
215D, SiE. 400�iElEGN11 rA 92591 AND RKM CALFIVID ML8 RLES , ON RWE CAtD11NA ROAD 17. APPROVAL ❑F THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
GALL TOLL FREE (905 676-8042 , FAX (909) 676-7240 I
1 -800-422-4133LFREETO Tlf DITERSELTD71 IF RAMC CAL A ROAD Alm IMRCVIRITA MAP TIE KV. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
LV CQIIER OF Pt NW173 1' L IF A ' DIARN FEND, 21' x 16' RECTION OF ERRORS OR ❑MISSIONS DISCOVERED DURING CONSTRUCTION. UPON
AMM S{1 CALIF. GAS VALVES, 9 K IF PR QQ) 94' k OF THE CENT EN RICHMOND AMERICAN REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED �
17310 REDHILL AVE., SUITE 320 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 01
IF RAID ULD'ORIIIA RD& FMGASS iNSS PINT SIT 1' W. OF I011)fNT, IRVINE, CA 92714 Q
TWO WORKING DAIS BEFORE YOU DIG ALL DATES 3-82 RfV. 0410 J
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY
SCALE Q�pFESSIpy'l RECOMMENDED BY: DATE f'�' CITY 0 F TEMECULA DEPARTMENT OF PUBUC WORKS DRAWING N0.
A j` � ADEL S. CASAO ADEL S. CASAO JOHN LeSAGE - - -
CONTRACTOR HORIZONTAL h `c�` <`'s '� Plans P ared Under The Supervision Of w
�_ 6 ACCEPTED BY DATE:J-,rTRACT NO. 24131 - F
INSPECTOR SEE ABOVE AS SHOWN d 96 Dote:
s E e. %3 00 /95PRINCIPAL E (NEER, FOR CITY ENGINEER
`"F MIC AEL A TYLMAN STEVEN W. CRESSWELL P EC I S E GRADING P LAN
DATE COMPLETE- VERTICAL r'l cIVIt �� �%, leo LOS 85-89 & 111 - 127
F (0 43090 3-31 -00 O M
N/A or C A�� R.C.E. No. Expires R.C.E. No. 47180 Expires 12-31 -99 �.., TITLE SHEET SHEET 1 OF 3 N
PLOT: 7-16-96 JN: 401015
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UNDERGROUND SERVICE ALERT N
SCALE 1" = 20'
N
CALL TOLL FREE Robert Being filliam Frost & Associates 20 10 0 20 40 60
PROFESSIONAL ENGINEERS, PLANNERS do SURVEYORS I I II
1 -800-422-4133 27555 YNrE7 ROAD, STE. 400e1E11ECX$11 G 92591
(909) 676-8042 , FAX (909) 676-7240 -
GRAPHIC SCALE IN FEET 0
TWO WORKING DAYS BEFORE YOU DIG
J
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY:
SCALE Q�pfE5S1p CITY O C �� A A �� I I � DRAWING N0.A. I
JOHN Le SAGE ADEL S. CASAO JL DATE: /` - r MVI U DEPARTMENT OF PUBLIC WORKS
CONTRACTOR HORIZONTAL ,�`• �'�` !` c, Plons Pr red Under The Supervision Of =
1" = 20' d s No.43090's - ACCEPTED 13Y _ !� DATE:�d-� TRACT N0. 24131 - F V'
INSPECTOR SEE SHEET NO. 1 Date:
E9cr a/a�-oo � g STEVEN PRINCIPAL
WENCRESSWELL CITY ENGINEER
VERTICAL f� Clvl\. `� MICHA L A. MAN e ,:g PRECISE GRADING PLANS
DATE COMPLETE �tF \��� R.C.E. No. 43090 Expires 3-31 -00 R.C.E. No. 471$0 Expires 12-31 -99 N/A OF C A�\ p p �'���� LOTS 85-89 AND 111 - 120 SHEET 2 OF 3 N
PLOT: 07-16-96 JN: 401015
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Robert Rein, William F7ust & Associates
PROFESSIONAL ENGINEERS, PLANNERS do SURVEYORS
27555 YNEZ ROAD, SIE 400&TEMELULA G 92591
CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240
1 -800-422-4133 5
TWO WORKING DAY'S BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q0 [SSIpN� DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE:�A�-l� �/ C �wlm No. 'C
JOHN L-SAGE ADEL S. CASAO JL CITY I O r T E M E C U LA DEPARTMENT OF PUBLIC WORKS
HORIZONTAL a �' jr ` - I
Contractor ��`' v� li f6• PI ns Prepar d Under The Supervision Of
_ _ ACCEPTED BY: DATE:'f-r-x TRACT NO. 24131 -F V
Inspector SEE SHEET N0. 1 1 20 W E> 3/31 900 I
cc PRINCIPAL ENGI R, FOR CITY ENGINEER
� P � M,CHAEL A. n N STEVEN W. CRESSwELL ��� �'�"�� PRECISE GRADING PLANS
VERTICAL sr I Y 111. �! E 14
Date Completed 'ff � R.C.E. No. 43090 3-31 -00 K
N/A OF C A�� Expires R.C.E. No. 47180 Expires 12-31-99 LOTS 121 - 127 SHEET 3 OF 3
PLOT: 07-16-96 JN: 401015
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