HomeMy WebLinkAboutLot 24-39, 57-65 Precise Grading GRADING N ..... 1
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract No . �� 4183R
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
■ d'ing
,■ ,� X ROAD
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE �•
Precise
SWALES SHA Gr LL BE A MINIMUM OF
0 2 DEEP AND BE CONSTRUCTED A MINIMUM � nh se 11 R ¢
q �
OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . Lots 2 397 AND 5 � 65
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM ■ ��` VIA RAMI RpPO o
OR EQUIVALENT ALONG THE TOP OF ALL lif
■ PAUBA �
FILL SLOPES OVER 5' HIGH. in
City
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ate
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5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 7 vC
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY w Z ACS
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS Q ROAD
OVER 1 , DEEP. co
' U) :o ��
LEGEND Uj
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA / w
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB 0000.00 <��M
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE TC PICO lo
PI0 y
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
HIGH POINT HP
TOP OF CUT SLOPES.
AWA A
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG 79 AY
ONE FOOT.
FINISHED SURFACE FS TO SAN DIEGO
9. ALL GRADING SHALL BE Dorms I N CONFORMANCE WITH RECOMMENDATIONS I ONS ` PROJECT SITE
THE PRELIMINARY SOILS INVESTIGATION BY: CONVERSE CONSULTANTS DATED GARAGE FLOOR GF 0000.0 /79OCTOBER 14 1999_ _ of
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 .,
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- R VICINITY MAP
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
FINISHED FLOOR FF 0000.0 79
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. - NOT TO SCALE
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WATER SERVICE ---� r - �`"'""�� ---�---------------- ---------------� ��
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE ;
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE40
TION MUST BE APPROVED PRIOR TO BU 41
BUILDING PERMIT FINAL INSPECTION FOR � 42
EACH LOT. DRIVEWAY 434�4
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL - - 4 - /45 $ 64 2a =7
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SLOPE , 23 ciiiv' s7 _ - / 46 47 1 69 68 67 66
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE -- - - 75 74 73 172 71 70
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER 12 22 � - 1 63 29 ,6
CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. Y 75 7611 HIGH POINT
UNIT TYPE/ELEVATION 2 A a' 52 _ . PAD ELEV. -0., MIN.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS a 21 67 51 - f - 62 30 25 A
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS " 74 50 \ - 61
INVERT ELEVATION I E � � e � ,1: �� 60 31 , 24
MATERIAL. ` 49
13. IF STEEP SLOPING TERRA W � 73 TRACT NO. 24183--1 4a so s1 54 s5 66 57 sa 59 ae ? a� ?
IN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN BACKWATER VALVES PAWS 52 53 / � �
�J I7E 32 3 A
j� i
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 1 ' 69 72 77 '
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF 33 / 22 10 TYP. 10'TV.
FILL MATERIAL. I T AC . 241 3
i 2 70 71 �i 49 48 34 21 7a (BuT B 5. 5, B (DOT C 5' C
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 47 46 45 35 ,/ p MIN off i7 �
,. 'L
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL � � _ - - VIA- �� 3 42 41 40� - 36 38 7 36 2 o NOTED) MIN MIN HATED) M I N
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO i 3
ADJACENT PROPERTIES. ~ �� _ z
40 � _
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 4 9 10 11 12 13 14 16 - _ \L 17 1a z ff ? FF �
BY THE DIRECTOR OF PUBLIC WORKS. i 5 B 7 a 15 17 18 t9 1 2 3 r1r ��. ab. 16'
16
chi 4 5 6 MIN. MIN.
16 9
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 7 a 9 14 15
TO FUNCTION, ESPECIALLY DURING STORM COND I T I ONS. PROTECTIVE so CAMPANULA WAY _ 81 1a 12 12
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO �� - - - - - --L..� 11 -� o z� � _0 0 o
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. _ MAX
�'"��-�"�" 1 D�MAX � 0� � a
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE--TENTHS (1 .5) n
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT o
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. o
0
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING TYPICAL SIDE YARD DRAINAGE c"
a
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- rn
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE OCORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. o
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL o
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. V)
M
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE o
PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES
OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE SCALE: 1 " = 150 R
PLANTED WITH, APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS " 5 MIN. 5
6MIN. MIN. 6"
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 3' MIN. 1 ' 1 ' 3' MIN. MIN.
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT LOTS INCLUDED
am
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER
"'"' MUDSILL MIN. MIN. MUDSILL
10.R.
.d.
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT low 40' 40'
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 40'
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 40 `I 12" MIN. 12" MIN.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR Plan 1 Plan 2I Plan 3 Plan 4 r �' 2% MIN. 2: 1 MAX. 6" TYP. 29� MIN,
TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. o cn J 12 MIN. ABOVE PAD ELEV. 219 MAX. MIN. 21% MAX.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE - r J --� �
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- I ROUND OFF TOP SECTION B- B
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON P/L
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 5'
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. E
a
TYPICAL FOOTPRINT 5' MIN. P/L N
N.T.S. 3' MIN. 1 , o
SECTION A- A MUDSILL MIN. 6" MIN.
n
FOR REAR YARD SLOPES GREATER o
THAN 5' IN VERTICAL HEIGHT d ca
r
12" MIN. N
UNDERGROUND SERVICE BENCH MARK SOURCE OF TOPOGRAPHY OWNERDEVELOPER 2: 1 MAX.
ALERTCOUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 BASIS OF BEARING NOTE 2% MIN. 6 MIN. o
.Robert Rein, lrilliam Frost do Associates 2 1/2 of BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 ROBERT BE I N, WILLIAM FROST k ASSOCIATES BU I E COMMUNITIES THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX. N
PROFESSIONAL ENGINEERS, PLANERS k Sl1RVEYORS 27555 I NEZ ROAD SUITE 400 11260 EL CAM I NO REAL
FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET � CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP N0. w
CI�LL TOLL 27555 YNQ MC' M. 400*TE�EW CA. 92591 I N TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79 3.2' EAST OF GT POLE TEMECULA CA 92591 SUITE 200SECTION (n
1-800-422-4133 (909) 676-8042 , FAX (909) 676-7240 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL
(GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 SAN DIEGO, CA. 92130-2647 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS PATE 3-24-99 FIELD SURVEY DATA (858) 794 2400 EXT. 255 COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. z
WITNESS POST 1 SOUTH OF MONUMENT. LWO-12 5G R Q
TWO WORKING DAYS BEFORE YOU DIG ATTN: RICK SCOTT
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q p�ESsf4, DESIGNED BY DRAWN BY CHECKED BY 0 RECOMMENDED BY: DATE: I T Y 0 F TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. 3
���p ���` j y! �y
A. J I MENEZ J I MENEZ M. TYLMANow- W
Contractor HORIZONTAL
�9 ° Plans Pr par d nder The Supervision Of
n
1" = 20' No.43490 y ACCEPTED BY: DATE: 7 oa c o
Inspector DEPUTY DIRECTOR OF PUBLIC WORKS
Exp. 3/31/04 QUINTANA $
Date.
TRACT 24183-1 'o
RONALD J. PARKS '�A•'• fY1A���� T
MICHAEL A. TY r.,. = -=R �
Date Completed VERTICAL sr'l C1 V t ���� - �'„x LOTS 24-399 8C 57-6rJ a
N/A F OF C�`lFo R.C.E. No. 430 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 �Ofree9:: a
/ � PRECISE GRADING PLANS PHASE II SHEET 1 of 3
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UNDERGROUND SERVICE Z
ALERT
Robert Being )Filliam Frost & Associates
PROFESSIONAL ENGINEERS, PLANERS h SURVEYORS
CALL TOLL FFREE 27555 YU ROAD, STE. 4MeMECIIA CA. 92591 � BACKWATER VALVES LOTS x4-7-74 63-85 x
1-800-422-4133 (909) 676-8042 , FAX (909) 676-7240
TWO WORKING DAYS BEFORE YOU DIG
LD00-125GR
DESIGNED BY DRAWN BY CHECKED BY Drawing No.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q�aF S s jON,� RECOMMENDED BY: DATE: 7 CITY 0 F T E M E C U LA DEPARTMENT OF PUBLIC WORKS 9
A. T� e A. J I MENEZ A. J I MENEZ M. TYLMAN o
Contractor HORIZONTAL ��� !may I ans Pre red der The Supervision Of a
W 4 ACCEPTED BY: DATE: Z� �� Q U I N T A N A o
1 20 No. 3090 0
Inspector c t or Ex �3 �� Date: b� DEPUTY DIRECTOR RECTOR OF PUBLIC WORKS ..Y.
p p RONALD J. PARKS TRACT 24183-1
M I C AEL A. TY
VERTICAL sr C1 V I ��! = LOTS 24-34 & 62-65 '-
Date Completed elf F0� R.C.E. 430 3-31-04
OF `1 No. Expires R.C.E. No. 19744 Expires 9-30-01 ref ��-
N/A F cPRECISE GRADING PLANS PHASE II SHEET 2 of 3
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UNDERGROUND SERVICE r - - - - - - - - - _ _ _ _ _ - _ - - - - _ _ - � o
ALERT Robert Beira, Filliam Prost & Associates
PROFESSIONAL ENGINEERS, PLAMERS k REVEYORS
CA-L TOLL FREE 27555 YN Z ROAD, STE. 400•TBECILA GA. 92591 i
1-800-422-4133 (909) 676-8042 , FAX (909) 676-7240
a
TWO WORKING DAYS BEFORE YOU DIG
Doo-1z5GR Q
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK �FESSI DESIGNED BY DRAWN BY CHECKED BY Drawing No.
SCALE QR ON's q. J I MENEZ A. J I EZ M. TYLMAN RECOMMENDED BY: DATE: Z� CITY OF T DEPARTMENT OF PUBLIC WORKS o
A.
Contractor HORIZONTAL ,�`�� ��`� jyl�� �� P s Pr par Un r The Supervision Of o
rn ACCEPTED BY: DATE: o
1 = 20 w No.43090 � � QlJ I NTANA
Inspector °` Exp. 3/31/cx � Date: � b'� DEPUTY DIRECTOR OF PUBLIC WORKS .T.A...,. ` F,^T.r TRACT 24183-1
M I CHA L AlYLMAN RONALD J. PARKS A ..:. �.;.a.;,.A.
VERTICAL sr c I v �. ��� -" = LOTS 35-39 & 57-61 Q
Date Completed �lF 1��� R.C.E. No. 43090 Expires r es 3-31-04 R.C.E. No. 19744 Expires 9-30-01ofrf �eee a
N/A OF c k p PRECISE GRADING PLANS PHASE II SHEET 3 OF 3