HomeMy WebLinkAboutLot 39-53 Precise Grading LEGEND-
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NO24134 1
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PAD ELEVATION PE 0000.0 ! PRECI E GRADING PLAN
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WATER METER ❑I
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MIA 1 L BOX TWICAL SIDE Y RD DRAINAGE 'a4 �
FIRE HYDRANT *<Y ,
ELECTRIC POWER PP/L
IZ Kim. a, WIN. BLDG. PAD 10 SRN DIEGO
TELEPHONE _T ABOVE PAD_`-� 5 ' MIN. 3 ' MIN. LEV.
GAS G COMPACTED 6 MIN. 111%
BERM
SEWER S TRACT NO. 24132- 1 PROJECTED TOWNSHIP RS, RANGE 2W. SE CT t ON 15.
0�• SAN BERNARD I NO BASELINE AND MERIDIAN
MATER W
61 VICINITY MAP
DR 1 VEWAY 2: 1 MAX. 27. MIN. ,.d+ 60 62
2% MIN. 1 % MAx. ' NOT TO SCALE
STREET LIGHT O•—�� SECTION A w A pAUd ,••• `" 59 ♦
so 64
ELECTRIC TRANSFORMER PAD ® FOR SIDE YARD SLOPES GREATER 46 65
THAN 5 ' IN VERTICAL HEIGHT 30 ST A
ELECTRIC HAND HOLE H.N. ® e 2 3 I 45 49 56 E` 66 GRADING NOTES
T 28 44 50 6T
ELECTRIC PULL BOX P.B. ® % 955 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER T0,
6 2T 32 43 'Q�� 51 S4 o AS AMENDED BY ORDINANCE 457.
ELECTRIC SERVICE TO BUILDING 12" MIN. ABOVE PAD ELEY. 5 10 26 33 42 C'-9 52 , \O ,
M 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = IZ.
ELECTRIC SUBSURFACE STRUCTURE E4��3 4 1 I 25 34 41 ��l 53 p\aPQ`
ROt1ND OFF TOP 3 12 35 4 �o GP�e E 3. MAX 1 MUM CUT OR FILL SLOPES = 2: 1 .
a WATER SERVICE �oU, 13 24 c4Pl 36 39 4,
PROVIDE S ' NIDE BY t ' HIGH BERM 0R EQUIVALENT ALONG THE TOP OF ALL
SEWER SERVICE S S• ` 2 Jo 14 23 F 37 3 �� �P FILL SLOPES OVER 5' HIGH.
I I 22 1 i 38 �r 74S. ALL GRADING SHALL BE DONE L"DER THE SUPERV I S i ON OF A COMPETENT
SCOPE I o so 15 ? <<7 75 ,\P SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
t 6 20 T6 ��
PROJECT= PLACED AND WHO SHALL SUBMIT A F I NAL COMPACTION REPORT FOR ALL FILLS
EXTRA DEPTH FOOTING
TI T 19 !�P OVER I DEEP.
la TT , S I TE
WHEEL CHA 1 R RAMP SECTION 8 TRACT NO. 24134-2 78 6. A REGISTERED CIVIL ENG i RiE`ER SHALL SUBMIT TO C 1 TY OF TEMECULA
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
FOR REAR YARD SLOPES GREATER
T9
GRADING INACCORDANCE
WITH THE APPROVED GRADING PLAN PRIOR TO
THAN 5 ' IN VERTICAL HEIGHT 8584 63 a2 81 DO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
RETAINING WALL
TRACT NO. 2413-3 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
5' MIN. PML S' MIN. TOP OF CUT SLOPE.
CONSTRUCTION NOTE O 6" MiN. 6 MIN. _
3 ' MIN. I ' dow I ' 3.' MIN. 9. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
AREA DRAIN SYSTEM CATCH BASIN MUDSILL TYP. TYP. MUDSILL ONE FOOT.
FENCE
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
----fc-- =
THE PRELIMINARY SOILS INVESTIGATION BY:
CONVERSE CONSULTANTS DATED: JAN. 17 1989
INDICATES COLOR OX t2" MIN. 0 SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
27 IN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
LOT MJMBER �X 2% MIN. 2: 1 MMX. 6R Np• 21% AX. MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
SECTION C • C f-1 10. THE PueLC sTOTELEPHONE SHALL �(T14) 69TIFY 4ECITY_ 6411 AT LEASTTEMECULA
HOURS ADVANCE
CES
UNIT TYPE 4B MAP REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
-- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
INDICATES ELEVATION SCALE : I " = 200 ' EACH LOT,
5' MIN• P� ® �/ 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL
i ND I CATES AMOUNT OF 0X _3 ' MIN. It t° GRADING NOTES ( CONT. SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
EXTRA DEPTH FOOTING IiAIiDSItt TYP PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
6 MIN. EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
THIS LOT REQUIRES A BACKWATER VALVE ' THE APPROVAL OF FINAL INSPECTION.
50
PER SECT. 409 OF U.P.C. PER APPROVED — -. :. • 17- APP'RO'VAL OF THESE PLANS 8Y THE CITY OR ITB AGENTS DOES IVT RELIVE THE
' _� APPLICANT AND HIS ENGINEER FROM THE RESPONSIBLITY FOR THE CORRECTION OF 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
WATER AND SEWER PLANS. ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
MAX.. 2: 1 MAX. ENGINEER FOR REVIEW AND APPROVAL.
LESS THAN I/4 PER FOOT FOR A MINIMUM OF 3 FEET. Z
SECTION D D SAL O'VERA�L 14. A REG 1 STERED CIVIL ENG I NEER OR LICENSED LAND SURVEYOR SHALL SUBMIT j
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
CONSTRUCTION NOTES & QUANTITY ESTIMATE BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE Cl
NO. ITEM QUANTITY UNIT GIVEN. <
EARTHWORK (15 LOTS x 15 C.Y. / LOT) 225 C.Y. 15. EROS i ON CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER W
BENCH MARK 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- cn
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
COUNTY OF RIVERSIDE B.M. NO. 7-29-81 SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMB I NA- W
1 1/2' BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTIOR OF FRONT ST. TIONS, 15 ' ON CENTERS. SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE cr
AND RANCHO CALIFORNIA ROAD, 1.6 MILES N.E. ON RANCHO CALIFORNIA ROAD PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 0-
TO THE INTERSECTION Of RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.V.
U.P.C. CHAPTER IO.R.
CORNER OF THE INTERSECTION I ' E. OF A T' CHA I NL I NK FENCE. 21 ' x 16 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
AROUND 50. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' N. OF MONUMENT.
ADJ. DATE: 9-13-82 ELEV. 1125.410
'9192. F-&F �V*ff r(A�'T'� LOTS 41 SZ# w3 S APPROVED B Y: SHEET
BASIS OF BEARINGS OWNER/DEVELOPER Robert Bern,, lIi t Iia m Prost & Associates � CITY OF TQ
THE BEARINGS SHOWN HEREON ARE BASED Al A PORT(OWI OF TFE MESA HOMES A, l} Q 1�+ �
CENTERLINE OF BUTTERFIELD STAGE ROAD AS SHOWN ON PARCEL 29T65 SINGLE OAK DR. SUITE 100 PROFESSIONAL ENGINEERS, PLANNERS 6 SURVEYORS C C-� TRACT NO . 241 ,34- 1 1 �
TEMECULA, CALIFORNIA 92590 ZVOS 'TIRE OW WIVE. win r�M , TOCCULA, CALIM IIA SPAM
DOUGLAS M. STEWART R.C.E. 372'54
MAP N0. 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF n��I � fAX t���I �nN � � �. cv
PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF 43MDEPUTY CITY ENGINEER EXP. 6/30/92
RIVERSIDE COUNTY, CALIFORNIA BEING N 04025 '05w W REVIEWED er1 �. Elm.3-31-06 * CITY OF TEMECULA P R E C I SE GRAD I NG PLANS OF 2 $
dotr> CIV 1\. �r
DATE BY DESCRIPTION APP 'D DATE �-
MICHAEL A0 TYLMAN R.C.E. 43090 -� � , f i LOTS 39 �-- 53
R E V I S I O N S DATE:
J . N. 400163
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9/92 Rla1 f�V15E PLOTS LOTS 41, '52 � spy Z APPROVED BY: SHEET
Robert Be�,n, ll�,tt'iam Frost & Associates �'�/0� � CITY OF TEMECULA
.0 PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS 2
. { m65 8 NKE 000 DRIVE. xl I n too, �, M I MMI A 129.0 TRACT N O . 24134- 1
s, DOUGLAS N. STEwART R.C.E. 37254
+i i u rNc n i u ns-n40 ago DEPUTY C I TY ENG I NEER EXP. 6/30/92
2 REV I EWER Y: PREP ED E UP ISION OF: * EXP•3-31-W * CITY OF TEIECIEA PRECISE GRADING PLANS OF 2
\A 5. 40 `�� �rvl� •�
3$. DATE �` Cr \E DATE BY DESCRIPTION VAPP 'D DATE
/s MICHA L A. YLMAN R.C.E. a 90 LOTS 39 - 53
• R E V I S I O N S DATE: `� Z
J. NO 400163