HomeMy WebLinkAboutLot 1-111 - PreciseGrading LEGEND PROJECT SITE
H16M POINT j
PAD ELEV. -0.3' IN.
TOP OF CURB 1000. 00 B
T. C.
FLOW LINE F.L.
�Al C��FQRiV/A ROAD
�I
XB
�I
ROAD
HIGH POINT H.P.
PALOMA DEL S_ OL
I5' Tr. IS' T1'P.
FINISHED FLOOR FF 1000. 0 (EXCEPT (EXCEPT , SSP
A A .1�r� C O •ARE D D
FINISHED SURFACE F. S. v\ N
NOTED( NOTED(
LINEAR FEET L.F. 1 i I 1 �j VIA RAMI RO
TRACT NON 24133 = 2 CA _ PAUBA
TOP OF GRATE T. G. '_� f _ t '� a
GARAGE FLOOR GF 1000. 0 ' �IAC,O �'�y M�CA� gQ W
5 ROAD ;
PAD ELEVATION PE 1000. 0 V) c
INVERT INV. 1000. 0 1 �o� . . �o� t2b PRECI ��
AIR RELEASE VALVE
WATER METER ❑I �^�°� 0 Pico
MAIL BOX ® CAL SWE Ym IM&NAM la4 R0�
FIRE HYDRANT `O' HWY. T9
ELECTRIC POWER P 12" MIN. P/L 8 ' MIN. BLDG. PAD 12" MIN. ABOVE PAD ELEV. TO SAN DIEGO
TELEPHONE T ABOVE PAD 5 ' MIN. 3 ' MIN. ELElf.
GAS G COMPACTED 6" MIN. ROUND OFF TOP VICINITY MAP
BERM
SEWER S 5 26 27 28 29 30 31 32 33 34 3S 3 373839 NOT TO SCALE
WATER W 5
24 _ r -POLLENSA- -
DRIVEWAY 2: 1 MAX. 2% MIN. , 2223
2% MIN. 2 1 % MAX. 21 �/ S2 31 30 1 49 4a47 46 43 41 3
STREET LIGHT 0_ ' SECTION A m A SECTION s � s 120 � ss 54 S3 1 42 41 GRADING NOTES
ELECTRIC TRANSFORMER PAD ® FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER la as 97 aaa 909192
THAN 5 ' IN VERTICAL HEIGHT THAN 5 ' IN VERTICAL HEIGHT 17 / 57a 84 85 939495 ` 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
ELECTRIC HAND HOLE H.H. ® 1a s3 �E '
�L -PR IEGO T-,, ♦ AS AMENDED BY ORDINANCE 45T.
C°�
ELECTRIC PULL BOX P.B. ® i IS 59 -� + 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SMALL BE I%.
ELECTRIC SERVICE TO BUILDING 1 �6 7s 74 73
14 1 d0 "raT' 1 96 3. MAXIMUM CUT OR FILL SLOPES 2: 1 .
79 /
97
ELECTRIC SUBSURFACE STRUCTURE E�� 6" MIN. 5' MIN. P/L 5 ' MIN. 6" IN. 5 ' MIN. P/L 13 01 al a2 a1 T2 98 1 4. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
3 ' MIN. I ' I ' 3 ' MIN. 3 ' MIN. 2 ' �' DEo % a2 70 71 3 99 1 FILL SLOPES OVER 5 HIGH.
WATER SERVICE W MUDSILL MIN. MIN. MUD ILL MUDSILL MIN. "
6 MIN. v 12 a a as 1/.1� 10100 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
as SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
SEWER SERVICE S _ 11 �, 63a ° 0 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
10 \ 0 OVER I ' DEEP.
SLOPE I �� 9 0 0 0
I 6. REGISTERED 12" MIN. 2% MIN. A EGIS ERED CIVIL ENGINEER SHALL SUBMIT TO CITY Of TEMECULA
EXTRA DEPTH FOOTING 2% MIN. 2: 1 MAX , a �I 1 ° ° ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
21 % MAX. 7 111 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
2% MIN 2: 1 MAX. 6" TVP. 21 % MAX. SECTION D D a ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
WHEEL CHAIR RAMP 21% MAX. s too GRADE. ELEVATION AND LOCATION OF CUT / FILL SLOPES.
SECTION C - C 4
3 __ T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM (LOWS. ALONG
♦ 2 1 7 _ _ TOP OF CUT SLOPE.
RETAINING WALL 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
i�
CONSTRUCTION NOTE ONE FOOT.
O
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
AREA DRAIN SYSTEM CATCH BASIN v'�
THE PRELIMINARY SOILS INVESTIGATION BY:
CONVERSE CONSULTANTS DATED: 12/2I M d 2/6/91
FENCE `� TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
INDICATES COLOR O MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
LOT NUMBER R 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT. TELEPHONE (714) 694-6400 AT LEAST 24 HOURS IN ADVANCE
INDEX MAP REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
INDICATES MODEL �^�„/ TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
EACH LOT.
UNIT TYPE 4
B SCA E : 1 " = 2 00 ' 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
INDICATES ELEVATION PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 45T PRIOR TO
INDICATES AMOUNT OF . 2
THE APPROVAL OF FINAL INSPECTION.
EXTRA DEPTH FOOTING 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
THIS LOT REQUIRES A BACKWATER VALVE 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
PER SECT. 409 OF U.P.C. PER APPROVED - LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET.
WATER AND SEWER PLANS.
14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
GIVEN.
SHEET INDEX CONSTHUCTI0N NOTES & QUANTITY ESTIMATE
15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
2. LOTS I - 12 NO. ITEM QUANTITY UNIT PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
3. LOTS 13- 19 / 56-62 EARTHWORK GRADING ( 15 C. Y. PER LOT ) 1 .665 C. Y. TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
4. LOTS 20-30 / 50-55 SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA-
BENCH MARK TIONS, IS ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE
5. LOTS 77 - 86 PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
COUNTY OF RIVERSIDE B.M. NO. T-29-81 6. LOTS 31 - 49 U.P. C. CHAPTER I O.R.
1 1/2' BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD T. LOTS 73-T6 / 87-9T
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.IN THE N.W. 8. LOTS 63-72 / 98- 11 I TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 2
CORNER OF THE INTERSECTION I ' E. OF A T' CHAINLIW FENCE. 21 ' x 16'
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.!) 94' N. OF THE CENTERLINE
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT.
ADJ. DATE: 9-13-82 ELEV. 1128.410 Cl
OWNER/DEVELOPER BASIS OF BEARINGS APPROVED BY: SHEET
Robert Bean, Wi t ha m Frost & Associates ?KFEZ/° CITY OF TEMECULAw.
MESA HOMES THE BEARINGS SHOWN HEREON ARE BASED ON THE R L
A• l� �� -
29765 SINGLE OAK DRIVE SUITE 100 CENTERLINE OF PAUBA ROAD BEING N 67' 55 ' 15" PROFESSIONAL ENGINEERS. PLANNERS SURVEYORS TRACT NO . 24133-2
zees :i r+oLc OAK DRIVE. su i TE zeo. TciccuLA, cxI raai 925Mv DOUGLAS M. STEWART R.C.E. 3T254
TEMECULA, CALIFORNIA 92590 EAST AS SHOWN ON PARCEL MAP N0. 23432 P.M. (T 14) n 42 FAX :7141 97e-T240 NO.
(T 14) 6T6-T290 159/38-61 43090 1 DEPUTY CITY ENG I NEER EXP. 6/30/92 cv
EXP''-"-92 CITY OF TEMECULA PRECISE GRADING PLANS OF �,
REV i BY: �� CIV 1\-
DATE: //7 CA��F DATE BY DESCRIPTION APP 'D DATE N
MI HAE A. TYLMAN R.C.E. 4 90
R E V I S 1 0 N S DATE: 30 LOTS
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J . N. 400248".
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APPROVED BY: SHEET
Robert Rein, Wittiam Frost & Associates CITY OF TEMECULA
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PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS �, `'I` s 2
tares sipwE om oeivc. SUITE zso. TDKCtLA. CALWOMiA 92390 STEMART R.C.E. 37254 TRACT NO 24 133_2
r 1 u are F" (r 1 u ere-rtdo i " PM 'O DOUGLAS MI.
REVI D BYs Ex► y3IAQ DEPUTY CITY ENGINEER EXP. 6/30/92 8
• CITY OF TEMECULA PRECISE GRADING PLANS OF
jj��11111111DATE:7
17A �ff OF CAl1Ep��\' DATE BY DESCRIPTION APP 'D DATE
MIC AEL TYLMAN R.C.E. 4h90 0 'r LOTS I 1 2
R E V I S I O N S DATE
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APPROVED BY: SHEET
Robert Rein, Wi l Liam, Frost & Associates �o�p°FATr�`fs CITY OF TEMECULA
PROFESSIONAL ENGINEERS, PLANNERS S SURVEYORS !�' sr 3
U'� :" QM IMM.• W"N _'°• °�"° DOUGLAS M. STEWART R.C.E. 37254 TRACT N O . 24133-2
(T 14) By FAX 11141 eye-neo 49
EXP W311W DEPUTY CITY ENGINEER EXP. 6/30/92
REV Ys
• CITY OF TEMECULA PRECISE GRADING PLANS of 8
DATE:� n �l'�IF of C��%F�P�\! DATE BY DESCRIPTION APP 'D DATE
MI CfIAEL TYLMAN R.C.E. 43090 R E V I S 1 0 N S DATE: & /�� LOTS 13 - 19 & 56 - 62
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J. N. 400248
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APPROVED BY:
Robert Retia,, N'tilltiam, Frost & Associates QaofEssb
CITY OF TEMECULA SHEET
PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS A. �� F
217Q5 SIMPLE 0M( DRIVE. SUITE 230. TEIECIA.A, CALIFORNIA 112300 f DOUGLAS M. STEWART R.C.E. 3T254 TRACT N0 . 24133-2 4
(7141 UTO-004 Ax (TIM OTO-7230 "� ���ol�o � DEPUTY CITY ENG I PEER EXP. 6/30/92 8
REV BY: ` •
CITY OF TEIIECULA PRECISE GRADING PLANS OF
DATE: �� \,ta`P DATE BY DESCRIPTION APP 'D DATE LOTS 20 - 30 & 50 - 55
M I CHA L A. YLMAN R.C.E. 4 90 � f�� Cµ�FC\
R E V I S 1 0 N S DATE: D
J . N. 400248
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APPROVLD BY: SHEET
FRobert Bein, Wi t tism Frost & Associates oQ f\ CITY OF TEMECULA
PROFESSIONAL ENGINEERS. PLANNERS & SURVEYORS5
28rS5 SINK-E arc DRIVE. SUITE zso, rcxcuLA, CALWOMIA rrsooft OM.moo DOUGLAS DOUGLAS Y. STEWART R.C.E. 57254 TRACT N 0 . 24133-2
cr 1 a) n FAX cr I Q ere-rZ40 EIP 3;31,92 DEPUTY CITY ENG I PEER EXP. 6/30/92
REVI D BY:
c1TY of TE1Ecuu PRECISE GRADING PLANS of 8
DATE: 7& l4ff pF CAt�c�`Qa� DATE BY DESCRIPTION APP 'D DATE /
M I CH EL TYLMAN R.C.E. 43090
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R E V I S 1 0 N S DATE:
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CITY OF T
PROFESSIONAL ENGINEERS, PLANNERS Z SURVEYORS A T
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SCALE I I, = 201 111 A) 37 FAX 171 373-7240 lid 000-AS Y. STEWART R.C.E. 37254 TRACT N C , 24133-2
REV Ys ♦
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-- _ DATE: �l�/f of CAI�FO \' DATE BY DESCRIPTION APP •D DATE
MIC AEL TYLMAN R.C.E. 45090
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_ R E V I S 1 0 N S DATE:
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PROFESSIONAL ENGINEERS. PLANNERS & SURVEYORS v ��
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(rlQ M-4042 FALX V14) 676-7240
M V31W DEPUTY CITY ENGINEER EXP. 6/30/92 8
REV I ENS BI's
• • CITY OF MECULA PRECISE GRADING PLANS of
DATE: Q �/fpaw\' DATE BY DESCRIPTION APP 'D DATE
MICHA L A. LMAN R.C.E. 4 90 �' �A1`F LOTS 73 - 76 & 87 - 97
R E V I S I O N S DATE
. N. 400248
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/ / \ \ `� \ a`�� L A TY- Ff
/,/ \ 'e //'/� j PROFESSIONAL ENGINEERS, PLANNERS S SURVEYORS ( 8
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/ \ ,'001"o,/,1-1
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/ \� / / / T -C• :r i u �re♦sax r :ria ere-rz�o �p 3f31 W DEPUTY C 1 TY ENG I NEER EXP. 6/30/92
' '\ v to ' ��' REV I Y: C I TY Of TENECULA PRECISE GRADING PLANS OF 8
DATE: Of CA010 DATE BY DESCRIPTION APP 'D DATE
MICHAEL A. aLMAN R.C.E. 43 90
�1 LOTS 63 — 72 98 — 1 1 1
R E V I S I O N S DATE. g3e
J. N. 400248