HomeMy WebLinkAboutLot 15-20,80-85 Precise Grading LEGEND C-A
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TOP OF CURB 0000. 00 B MA
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HIGH POINT N.P.
15' Tyr. 1 Trp. +� - � VIA RAMI
FINISHED FLOOR FF 0000.0 l�EPi C C lE C[pl D D o PAUHA W
F 1 N I SHED SURFACE F.S. NOTED! TED1 b , PCI q► f
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CATCH BASIN C. 8 x iTRACT 24134 1
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GARAGE FLOOR GF 0000.0 f
PRE ISE RADIN PLAN
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PAD ELEVATION PE 0000. 0 4' PILO
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II MATE ELE•VA"M TYPICAL SIDE - YARD D AINAGE tN• T • s
10 Sm OIEGo
FIRE HYDRANT PROJECT SITE
VICtNITY MAP
LO? X NOT TO SCALE
Il=ATE8 AMOUNT OF OX '
EXTRA DEPTH FOOTING `
!
�oao� TRACT NO. 24132- 1
61 I
GRADING NOTES
DRIVEWAY 60 62
i
I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
A 63 AS AMENDED BY ORDINANCE 457.
i
STREET LIGHT O� do � A Lb �` = _� �-�"qr 59
4C64
48 58 C+� 65 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE : 17..
.� 4` 4g c^ 66 3. MAXIMUM CUT OR FILL SLOPES - 2: 1 . 1
7 _c 44 �, 50 5 ss �, 67 A. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
6 9 U'Fr 51 �'o FILL SLOPES OVER 5 ' HIGH. i
12" MIN. ABOVE PAC ELEV. � 10 r � 52 S4 � S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
5 \ , �t k\\ \ j' 4� �1� Q,�� 68 % SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
4 y II �, \ 34 , 41 (� 53 'gat 69 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
R7
12 �� �5 to TO OVER I ' DEEP.
ROUND OFF TOP 3 4 r\F�
GV' TIWATER SERVICE M► 13 \� �6 39 72 Py +6. A REGI STEREO CIVIL ENGINEER SHALL SUBMIT TO CITY OF TEMECULA
% 2 � � 37 73 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
SEWER SERVICE S 5 14 ?\76� 38 74 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO L INE, j
SLOPE �I _ . .: 11 :.. �(
:::• : : : J 75 .�P GRADE . ELEVATION AND LOCATION OF CUT / FILL SLOPES. f
T PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS. ALONG
EXTRA DEPTH FOOTING
rr TOP OF CUT r� i
T� SLOPE, i
SECTION B B (N. T.S. I TRACT NO . 24134 78 !
s.,,• e. FINAL COMPACTION REPORT WILL 13E REQUIRED FOR ALL FILLS GREATER THAN
FOR REAR YARD SLOPES GREATER 9 ONE FOOT.
THAN 5 ' IN VERTICAL HEIGHT ' B
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF !
TRACT NO . 24133-3
THE PRELIMINARY SOILS INVESTIGATION BY:
51 MIN. P/L 5 , MIN. 6~ MIN.M. QLT ��. !C�OIfVETtSE CONSULTANTS DATED: JANIUARY f F, f+.189
6" MIN. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
3 ' MIN. I ' I ' 3 ' MIN. 24134-3 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
MUDSILL MIN. MIN. MUDS ILL MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
PROJECT SITE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT. TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
128' MIN. TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
2% MIN.
- EACH LOT.
2% MIN. 2: 1 MAX. 6" TYP. 21 % MAX.
3 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL
21 % MAX, eA iA A SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICALHEIGHT HA
L
SECTION C C M PLANTED WITH GRASS OR GROUND COVER TO PROTECT HTHE SLOPE FROM
id X9'4' [NDEX M
AP
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
(N. T . S. ) THE APPROVAL OF FINAL INSPECTION.
SCALE : I " = 200 ' 12. DUST SMALL• BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
5' MIN•
P. 13. FINISH GRADE SMALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT I !
3 ' MIN. I ' LESS THAN 1 /4" PER FOOT FOR A MINIMUM OF 3 FEET.
MUDSILL MIN. Be, MIN. 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS j
ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
X01 BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE i
_ IS REQUIRED. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
A SHM PC EX GIVEN.
27. MIN. \±J
2: 1 MAX.
21 % MAX. �' 2. LOTS I5-20 1180-05 15. EROSION CONTROL( ALL GRADED SLOPES SHALL IE PLANTED WITH ROSEA ICE
SECTION d D 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
(N. T. S. ) LONSTHULT I ON NOTES 6 QUANTITY ESTIMATE SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA-
TIONS, 15 ' ON CENTERS. SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE
NO. ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
U.P. C. CHAPTER IO.R.
I LOT GRADINGQLOTS tt 15 C.Y./LOT) ie0 C.Y. [rte Q
116. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
BENCH MARK TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
COUNTY OF RIVERSIDE B.M. 00. T-281
I 1/2' BRASS DISC IN CONC. CYLINDER LOCATED FIM THE INTERSECTIO>r OF FRONT ST. IT. APPROVAL OF THESE PLANS 8Y THE CITY OR ITS AGENTS DOES NOT RELIEVE ?
IMM RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD
AL COVERALL FOOTPRINT DMIE1VSMS THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- o
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE M.N. ( N.T.S. I RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON Cr
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 0
CORNER OF THE I NTERSECT I ON I ' E. OF A T' CHA I NL I W FENCE, 21 ' z 16' THE PRrVM ENPINEER WORM 1F1ESE PLAM 8 REWM3 FOR ASSURING ACCURACY
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.R) 94' N. OF THE CENTERLINE AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. w
CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE E4GPIM SHALL BE RESPONSIBLE
Of RANCHO CALIFORNIA ROAD. f II#RGLASS WITNESS POST SET I ' N. OF MONUMENT. -
ADJ. DATE: 9-13-82 ELEV. 1128.410 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING! THE PLANS FOR APPROVAL BY L)
THE CITY.
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4/93 FL&r RMVISED FWTPWt4T LOT81 • ANPkvvED by : SHEET _
BASIS OF BEARINGS OUNER/DEVELOPER Robert Rein, Wittiam Frost & Associates E��O�,, CITY OF TEMECULA '
THE BEAR INGS SHOWN HEREON ARE BASED ON A PORTION OF TK MESA HOMES L a ADD GRAD/NG, LOT 80 �
PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS �`� C 1
CENTERLINE OF BUTTERF I ELD STAGE ROAD AS SHOWN ON PARCEL 27555 YNEZ ROAD. SUITE 200 :a+es SINKIE OM MI'VE. win NO. WWCULA, CAL IFORMA 09t TRACT NO . 24134- 1
IMP NO. 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF TEMECULA, CALIFORNIA 92591 c�a+ tro-�oGt FAX + + ate-i240 IID.
AYIIOIM A. CASEY R.C.E. 4181'!+0
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PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER Of 43090 RINCIPAL ENGINEER EXP. 3/31/96 PRECISE
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RIVERSIDE COUNTY, CALIFORNIA BEING N 04. 25 '05" W Exr•3-31-9"s f ITY OF TEMECULA I� REC I SE GRADING PLANS °F 2 Z
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LOT TO OPEN SPACE LOT 69 OPEN SPACE
SCALE 1 " = 20 '
9/93 RAF FMYIGF-D r+OeT PRINT La"r el ; APPROVED BY: m CITY OF TEMECULA SHEET
Robert Bein, Wi l l is m Frost & Associates t/off ADD GRAD/N&, 4-OT 80
PROFESSIONAL ENGINEERS, PLANNERS 6 SURVEORS
Y \- T}
SS ,,,,« OAK DRIVE. SUITE �, �CULA �„�„� ,�,� TRACT N 0 . 24134- 1
_ AYMM A. CASEY R.C.E. 418M
:soy: on-em r tm: nano NO.
Zk RINCIPAL ENGINEER EXP. 3/31/96
REV I EWER BY: •3-"-,� �� I TY OF TEWMA PRECISE GRADING PLANS OF
Cl v 1�-
CATE: ANf( DATE BY DESCRIPTION APP 'D DATE
OF'MICHAEL A. TY AN R.C.E. 4 090 R E V I S I O N S DATES
LOTS 15- 20 & 80 85
J . NO 400163