HomeMy WebLinkAbout(Lot 1-14,112-116) PreciseGrading LEGEND PROJECT SITE
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PAD ELEV. -0,3' IN.
TOP OF CURB 0000.00 - B
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FLOW LINE F.L. D S, _,
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HIGH POINT M.P. IROAD
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FINISHED FLOOR FF 0000.0 APE
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F 1 N I SHED SURFACE F.S. SDI SDIT ACT NO . � '
A
LINEAR FEET L.F. VIA RAMI o
PAUBAWTOP OF GRATE T.G. Z x i7°
P ECI E ADIN PL,AN
GARAGE FLOOR GF 0000.0
� ROAD
PAD ELEVATION'S PE 0000.0 v
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INVERT INV. 0000.0 lot f4t 1Nt
AIR RELEASE VALVE 14 N 1 0 �• ���
PICA �t
WATER METER ❑ �
MAIL BOX ® TYPICAL 81DE YARD DRAINAGE IN 7-s)
i F t RE- HYDRANT `<Oy HW1'. 79
ELECTRIC POWER P12" MIN. P/L BDG. PAD 12" MIN. ABOVE PAD ELEV.
TO SAN DIEGO
EGO
8 MIN.
TELEPHONE T ABOVE PAD 5 ' MIN. 3 ' MIN. ELEV.
COMP
G
GAS ACTED - MIN. ROUND OFF TOP aMAR T�' , • ,
.. RM •.� .. VICINITY • �IIAP
BE
1 SEWER S S' Ir NOT TO SCALE
•
8 11 12 13 14
WATER W 9 10 d 15 I6
6 T , *lm.
IT 18
DRIVEWAY 2: 1 MAX. 47. MIN.
' 2% MIN. 217. MAX. � 5 CAL�LE >;,HEET 3 19 20
4
STREET L 1 GHT �� SECTION A - A C T. SECTION 6 - ■ CN Ts) 2 e_41 FS 21 22
116 i t5 ( ( 13 I I „ 10 I°,N '23 GRADING NOTES
ELECTRIC TRANSFORMER PAD - ® FOR SIDE YARD SLOPES GREATER FOR SIDE YARD SLOPES GREATER 'P (v I0 0 OZq 24 -- -- -- - -
THAN 5 ' IN VERTICAL HEIGHT THAN 5IN VERTICAL HEIGHT , 107 10625
ELECTRIC HANG HOLE M.M. ♦
Zak1051 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
104 26 AS AMENDED BY ORDINANCE 457. '
b ,
ELECTRIC PULL BOX P.B. ® v3 91 92 93 94 103102 27 2. MINIMUM BUILDING PAD AND- DRAINAGE SWALE SLOPE SHALL BE 1%.
ELECTRIC SERVICE TO BUILDING Y V1 �� v9 90 9S ' � 97 98 28 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 .
ELECTRIC SUBSURFACE STRUCTURE ETA 6" MIN. 5' MIN. .P/L ,S ' MIN. 6" MIN. S' MiN. 2 ' _ 89
Cil 0 89 AOR TE 9910 29 4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
3 MIN. I I 3 MIN. 3 MIN. 2 &0 , q�, C 30 FILL SLOPES OVER 5 HIGH.
` WATER SERVICE W MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. '4 101
6 MIN. 9 88 87 86 85 84 83 /� I 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SEWER SERVICE S �- 82 3 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
.: - -.IPLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS I �3 el 32 OVER I ' DEEP.
SLOPE I -►� •'�-
12" MIN. MIN. 4% MIN. 5� �� 1g 80 �` 3 33 G. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
EXTRA DEPTH FOOTING 4% IN. 21 % MAX. 2:1 MAX. 5` 4 35 4 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
4% MIN. 2: 1 MAX. 6" TYP. 21 % AX. •55 `t�,y' 78 c�P�' 36 GSSUANCERADING IOFATHE RBUCLDINGCE TPER I� CERTOIfECATGIONDISHALL NG LBE TOAN RIOR�TO
WHEEL CHAIR RAMP 2 1% MAX. SECTION D - D �N-T•��, �tiF 7T GRADE, ELEVAT ION AND LOCATION OF CUT / FILL SLOPES.
�4 2 38 37 i
i
SECTION C - C CN •s� 53 •
39 T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
RETAINING WALL 52 40 TOP OF CUT SLOPES.
50 41 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
CONSTRUCTION NOTE O 49 O�1 42 ONE FOOT.
43
G 9, ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
AREA DRAIN SYSTEM CATCH BASIN 44 THE PRELIMINARY SOILS INVESTIGATION BY:
45
CONVERSE CONSULTANTS DATED-. 2/21/88
FENCE x �� 46 TWO SETS OF THC 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 ❑X 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
' DEPARTMENT, TELEPHONE (714) 694-6411 AT LEAST 24 HOURS IN ADVANCE
INDICATES MODEL REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
TION
4 INDEX MAP. EACH MOTT BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
UNIT TYPE B
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
INDICATES ELEVATION SCALE : I " = 150 ' SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
• PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
INDICATES AMOUNT OF
EXTRA DEPTH FOOTING O
THE APPROVAL OF FINAL INSPECTION.
'
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
THIS LOT REQUIRES A BACKWATER VALVE ,
PER SECT. 409 OF U.P.C. PER APPROVED - 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
WATER AND SEWER PLANS. LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. 4
14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING '
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- Ni
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- a'
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOUIRED,THE ACTUAL
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SHEET INDEX CONSTRUCT ON NOTES 6 QUANTITY ESTIMATE IS. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE o
ITEM QUANTITY UNIT PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER J
2. LOTS 1-11, 115, 116 NO. 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
3. LOTS 12-14, 112-114 1. LCFT C-4RAoING (20 LOTS x 15 CY/LOT) 300 C.y. TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA-
BENCH MARKTIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE 0.
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
COUNTY OF RIVERSIDE B.M. NO. T-29-81 U.P. C. CHAPTER IO.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 o
AND RANCHO CALIFORNIA ROAD. 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Q
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.M.
CORNER OF THE INTERSECTION I ` E. OFA 7' CHAItEIN( FENCE, 21 ' X 16' 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
AROUND SO. CALIF. 6A5 VALVES, 40' N. OF P.P. (NO.11) 91' N. Of THE CENTERLINE THE APPLICANT AND H i S ENGINEER FROM THE RESPONSIBILITY FOR THE COR-
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' M. OF MON(AENT. RECTION OF ERRORS OR OM I SS i ONS DISCOVERED DURING CONSTRUCTION. UPON
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED U
ADJ. DATE: 9-13-82 ELEV. 1128.410 , ' TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. W
APPROVED BY: IL
SHEET I
BASIS OF BEARINGS OWNER/DEVELOPER Robert Be'in, Wi t t`iam Frost & Associates /OM� CITY OF T '
THE BEAR I NGS SHOON HEREON ARE BASED ON A PORTION OF THE MESA HOMES A• T} M
CASEY R,C.
CENTERLINE OF BUTTERF IELD STAGE ROAD AS SHIM ON PARCEL 28765 SINGLE OAK DR. SUITE 100 PROFESSIONAL ENGINEERS, PLANNERS 9. SURVEYORS mY
- ' 1u1 D A, E, 1880
1 -
TEMECULA, CALIFORNIA 92390 xros sn�c a►�rc. suitr :so. ,ut<cuu. cxvawru . PRINCIPAL ENGINEER EXP.
3/31/96 TRACT NO . 24133-4 N
MAP N0. 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF ir141 or (7141 q�rz�o �� CITY OF TEMECULA
PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, CALIFORNIA BEING N 04. 25 '05" w 1 r►IEw �_ ElP.3-31-96 * "Y" "` PRECISE GRADING FLANS of 3 - g
DATE It Z ��` CIV,` \ DATE BY •DESCR 1 PT I ON APP 'D DATEOr
MICHAEL A. LMAN R.C.E. 430 "\1
R E v l s I o N s DATE: Io�Z?��. EOTS I .- 14, 112 - 11 6
J. N. 400249
FOR YARD DRAINAGE, SEE
4 Q� TYPICAL SIDE YARD DRAINAGE
_ DETAIL ON SHT. I. ALL DRAINAGE
-- - 52 AMA R I TA 53 - -- Q v SWALES SHALL BE DIRECTED
TOWARDS THE DRIVEWAY,
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SEE SHEET 3
Af 'ROVED BY:
Robert Rein, William fi'rost & Associates - - -- _41- CITY OF TEMECULA SNS E i
PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS �� �� RAYMOND A. CASEY R.C.E. 41880 2
28703 s i NGLE OAK DRIVE. aU I TE 250, TEMccuLA. CAL I FORNI A 92390 PRINCIPAL ENGINEER EXP. 3/31/966 TRACT N 0 . 24133- 4
IT 1 u 67e-M AX (T1 4) 6Ta-n40 � � NO. CITY OF TEMECULA
43090 3
REVIE D BY: EXP.3-31-9G P PRECISE GRADING PLANS OF
c x cw\-
_ DATE: Z ��' CAL\ DATE BY DESCRIPTION APP 'D DATE
MICHA L A. LMAN R.C.E. 43 90 R E V I S I O N S DATE: 16 LOTS LOTS 1 - 1 1 r I 15r 1 16
J . N- 400249
FOR YARD DRAINAGE, SEE
TYPICAL SIDE YARD DRAINAGE
DETAIL ON SHT. I. ALL DRAINAGE
59 60 SWALES SHALL AMAR I TA 61 __ TOWARDS THE DRIVEWAY.ECTED
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- --_--- AF'P��YEU BY:
Robert Bein, Wi t Liam 1'r-ost & Associates ��
' CITY OF TEMECULA SHLE- 1
PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS co �� r�( "% RAYMO A. CASEY R.C.E. 890 3
28763 SINGLE OAK DRIVE. 3U ITE 230, nWCULA, CALIFORNIA 02390 - - PRINCIPAL ENGINEER EXP.3/31/96 TRACT N 0 . 24133- 4
MY OF TEMEClJLA
(714) 676-8042 FAX 14) 878-7280 N0.
43090
EXP.3-31-9c
REVIED BY: PRECISE GRADING PLANS OF 3
` ��� CIV1\-
_ DATE: Z DATE BY DESCRIPTION APP 'D DATE
MICHAEL A. TY N R.C.E. 43 90 CA1"1E LOTS 12 - 14 & 1 1 2- 1 1 4
R E V I S 1 0 N S DATE: lc%-a/'tt-
,1 . N. 4UU,- 49
i