HomeMy WebLinkAboutLot 23-26 - Precise Grading GENERAL GRADING NOTES PRIVATE ENGINEER'S NOTE TO CONTRACTOR
I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR
70, AS AMENDED BY ORDINANCE 457. RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE * 1%. �<cTEMECULA V1AY PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 2 DEEP AND BE CONSTRUCTED �' OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U. S. DEPARTMENT
,��' R�t�P �► OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. S�- � RELATIONS ' CONSTRUCTION SAFETY ORDERS. ' THE CIVIL ENGINEER SHALL
NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS
3. MAXIMUM CUT AND FILL SLOPE - 2� 1 . .� t �oCOMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
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4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL SITE
FILL SLOPES OVER 5' HIGH. � CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT CALIFORNIA CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY - PROPERTY, THAT THIS REOUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALLLIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND,
FILLS OVER I ' DEEP. �9 EmcT. g INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY
'p�+ AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA' S RANCH q�iT c ALOF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OFq NEGLIGENCE OF THE OWNER OR ENGINEER.
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR �� LOCATION MAP 2 7 -1
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 15 SCALEmI'=500' THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. . TEMECULA � STUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE IOOYR Q STORM FLOWS, OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
ALONG TOP OF CUT SLOPES. N.T.S. SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND
IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT
S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER VICINITY MAPLOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON,
THAN ONE FOOT. $ AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND s �33T1-1a \ SOILS ENGINEER
LEIGHTON & ASSOC. DATED MAY 4, 1988 & MAY 6, 1996. TWO SETS OF s
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING ♦"*o ow Comm OWEN CONSULTANTS LEIGHTON & ASSOCIATES, INC.
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS 10065 OLD GROVE ROAD 41769 ENTERPRISE CR. NORTH, STE. 102
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH23371-15 23371-1 SAN DIEGO, CALIFORNIA 92131 TEMECULA, CA 92590
233371-14
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. -� , (619) 695-31503 aa.F oom (909) 676-0023
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10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 L T %T oe�ooralE 23371-15
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE .ar OWNER/DEVELOPER
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING G
PERMIT FINAL - INSPECTION FOR EACH LOT. UK c TEMEKU HILLS PARTNERS, LTD.
PHONEo (909) 694-641 1LOT g - 23371-4 2727 HOOVER AVENUE
' go NATIONAL CITY, CA. 91950
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T1 aw co" - (6 19) 477-41 17
II . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL �s 7 00V2
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE 10
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM LOT CT. LEGEND
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR
TO THE APPROVAL OF FINAL INSPECTION. 2337= _ ----- ------------
.. _ TOP OF WALL -------------------------- --- - TW
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS IOTOT'"' �,, .g. °"m mm � cr BOTTOM OF WALL _________ ____________________________________________________________ BW
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS s �. 40. _ TC
MATERIAL. I T v
�3371-
a TOP OF CURB ELEVATION ---------------------------------------------------------------------
nPAD ELEVATION ---------------------------------------------------------------------------------- PE
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 23371-19 ow com oV co.
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL WF �, FINISHED FLOOR ELEVATION _______________________________________________________�__________. FF
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A w FINISHED GRADE ELEVATION
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ~
HIGH POINT HP
14f, DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF TOP SLOPE _______________________________________________________________________________________ TS
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD rp
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT - �► FLOW LINE ________________________________________________________________________________________ FL
�S TOP OF GRATE ELEVATION -__.__.. TG
PROPERTIES. 29471-3
a T' 23373 GARAGE FINISH FLOOR ELEVATION _.__. GFF
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. «� _____________________________________________________
EXISTING ELEVATION _________________________ (91.70)
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
=3371-= --------------------------------------------------
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES 40, I NONORS°�' my cam FIRE HYDRANT LOCATION --��
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
ADJOINING PROPERTIES DURING GRADING OPERATIONS. ANCHO CALIFORNIA °T'" T""' STREET LIGHT ___________________________________________________________________________________-
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gErARo ArE. DIRECTION OF DRAINAGE FLOWW.M....�
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- _______________________________________________________________ - ..
--
TENTHS ( 1 . 5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE DEEPENED FOOTING (6m TYPICAL)
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN '
RETAINING WALL (BY SEPARATE PERMIT)
VERTICAL HEIGHT. RETAINING MALL
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING AS REQUIRED �� + _ ,�R fC APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS .................
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE - ! �qN SEWER LATERAL LOCATION
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN - + I•/�,M •
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE -IVN. 3' MIN. o WATER LATERAL AND WATER METER LOCATION ________________________________________
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. F o
R P c z W _ ELECTRICAL TRANSFORMER 0
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19. EROSION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA • Ac.a�, AFF Ac R W oo POWER LINE AND HANDHOLES ________________________________________________________________ 0
ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. •� �4ti �`tiFo 4 I LOT W �`` TELEPHONE SERVICE 0
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, �, 4s F w �- LINE o ____________________________________________________________________________
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, 0R COMBINATION " �AFpG�ri.�, Ln�° P�rR /1p , ca 5' MIN 3' MIN. w �w GRATE ❑
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON ,� p ________________________________________________________________________________
CENTER, COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL PE S Fo W I �4N Q Ln? °; i W BLOW OFF VALVE -------------------------------------------------------------------------------
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW I R PLAN U_0- z o a 3' MIN. 1' `_ o AIR VALVE ________________________________________________________________________________________.
PREVENTION DEVICES PER U. P. C. , CHAPTER 10. R. S �`
p� 12.0% �� p� A'0�,Q U Z�,/- TELEVISION PLATFORM -------------------------------------------------------------------------
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT ���' MAX �`' A �4 J�IAxs. BACKWATER
LESS THAN I/4 A MINIMUM 3' PER FOOT FOR OF FEET. Q � ��� METER - -- ----- ----------
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� � GRADED
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE _ _ _ 5' MIN. _ 3 MINS _ 1/. MIN. J GRADED LOT LOT FG. BENCHMARK
PERMITTED. FG.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD pfR pt ftA R p� F& 6 "' COUNTY OF RIVERSIDE B.M. T-29-81
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. A" AH SECTION A-A 2 I ' BRASS DISK IN CONCRETE CYLINDER STAMPED T-29-81 ESTABLISHED BY
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE TYPICAL LOT GRADING DETAIL NOT TO SCALE
RIVERSIDE COUNTY SURVEY, DATE APRIL 13, 1981 .
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE DETAILED DESCRIPTIONi FROM THE INTERSECTION OF FRONT STREET AND RANCHO
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. ' NOT TO SCALE CALIFORNIA ROAD, 1 . 8 MILES N. E. ON RANCHO CALIFORNIA ROAD TO THE
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N. W.
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CORNER OF THE INTERSECTION I ' EAST OF A 7' CHAIN LINK FENCE, 21 ' X16'
AROUND SOUTHERN CALIFORNIA. GAS VALVES, 40' NORTH OF P. P. (NO NUMBER)
94' NORTH OF THE CENTERLINE RANCHO CALIFORNIA ROAD. SET FIBERGLASS
WITNESS POST If WEST OF MONUMENT.
ADJ. DATE 9- 13-62 ELEVATION 11213. 410
INDICATES LOT NUMBER 51 52 53
INDICATES FINISHED FLOOR ELEV. FF-88.7 FF-88.7 FF=f8X EARTHWORK QUANTITES
INDICATES PAD ELEV. 188.0 PE= PE=E 8.0
INDICATES BUILDING TYPE I 2 3 N0. LOTS CY/LOT TOTAL
3 15 45
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3050 Ch t COQO Avenue TS
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Riverside.
►_ CcIIfCrnto 9250? (90l) Tat-OTOT
DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by a
CONSTRUCTION RECORD SCALERECOMMENDED BYDATE
FEss�q,�` : S Drawing No.
CHEt CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS a
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Exp.6-30-99 z� PLOT PLAN ••
Inspector Date RONALD J PARKS RCE 19744
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R.C.E. No. MODEL LOTS 23-26
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