HomeMy WebLinkAboutLot 95-111 - 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 15
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SMALL BE - 1%. 7EW':'_C11LA WAY 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
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
RELATIONS 'CONSTRUCTION SAFETY ORDERS. ' THE CIVIL ENGINEER SMALL
3. MAXIMUM CUT AND FILL SLOPE - 281. ANOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS
COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
f 4. PROVIDE 5' WIDE BY 11 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 8 TE
FILL SLOPES OVER 5' HIGH. CONTRACTOR FURTHER AGREES THAT HIE SHALL ASSUME SOLE AND COMPLETE
t RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF
S. ALL GRADING SMALL BE DOME UNDE# tW SUPERVISION OF A COMPETENTCALF A CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND,
FILLS OVER I ' DEEP. INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY
AND ALL LIABILITY. REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE
G. A REGISTERED CIVIL EMINEER SMALL SUBMIT TO THE CITY OF TEMECULA'S OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OFNEGLIGENCE OF THE OWNER OR ENGINEER.
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR LOCATM MAP
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO SCALEj 1*=500" THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. TEXCMA 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
T. PROVIDE A OR DITCH, DESIGNED TO HANDLE IOOYR 0 STORM FLOWS, N.T.S. OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
ALONG TOP OF CUT SLOPES. SHOWN. THE CONTRACTOR SMALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND
IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT
I. FINAL COMPACTION REPORT WILL BE REOUIRED FOR ALL FILLS GREATER VICINITY MAP LOCATIONS 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 CONFeRMANCE WITH RECOMMENDATIONS OF
SOILS ENGINEER
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND
LEIGHTON & ASSOC. DATED MAY 4. 1988 6 MAY 6, 1996. TWO SETS OF n11111-1111
S
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS OWEN CONSULTANTS LEIGHTON & ASSOCIATES. INC.
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH 10065 OLD GROVE ROAD 41769 ENTERPRISE CR. NORTH. STB. 102
-8 SAN DIEGO. CALIFORNIA 92131 TEMECULA. CA 92590
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
3 (619) 695-3150 (909) 676-0023
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LrAST 24233711-1111
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING OWNER/DEVELOPER
PERMIT FINAL INSPECTION FOR EACH LOT, TEMEKU HILLS PARTNERS, LTD.
23371-4
PMONEe (909) 694-6411 2727 HOOVER AVENUE
I- 6.%m NATIONAL CITY, CA. 91950
11. CUT SLOPES EOUIAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL (619) 477-4117
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM CT. LEGEND
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR
TO THE APPROVAL OF FINAL INSPECTION. !3371-t TOP OF WALL ------------------------------------------------------------------------------------- TW
a
12. NO FILL SHALL BE PLACED ON EXISTING GROLM UNTIL THE GROUND HAS BOTTOM OF WALL ----------------------------------------------------------------------- SW
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS
MATERIAL. TOP OF CURB ELEVATION --------------------------------------------------------- TC
PAD ELEVATION ----------- PE
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 1W im co
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL
mu FINISHED FLOOR ELEVATION -------------------------- FFF6m
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
FINISHED GRADE ELEVATION ------•-----------------------------•--- .------------------ FG
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
SITE
MGM POINT --------------------------- HP
14. "INC ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF TOP SLOPE ---------------------------- TS
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT FLOW LINEFL
PROPERTIES.
322371-3 TOP OF GRATE ELEVATION ---»-----------------------------_---.---------__-_----- TG
o
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. GARAGE FINISH FLOOR ELEVATION ----__-_--__-_---_-__ GFF
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 2SM-2 EXISTING ELEVATION ------------- (9I.70)
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES FIRE HYDRANT LOCATION ----------- ---------
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
ADJOINING PROPERTIES DURING GRADING OPERATIONS. STREET LIGHT -----------
C:
I T. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- win"" nta DIRECTION OF DRAINAGE FLOW __-_»__________-____-__.-______.____»_._.........».-
TENTHS (11. 5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE DEEPENED FOOTING (60 TYPICAL).......--------------
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
VERTICAL HEIGHT. RETAINING WALL RETAMG WALL (BY SEPARATE PERMIT)-•------_-----------_----------.-------»-__-_
18. A REGISTERED CIVIL ENGINEER SMALL SUBMAS REQUIRED IT CERT OF BUILDING APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS -----------------
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AM SEWER LATERAL LOCATION -------------------------------------------------------------
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE 5' MIN: 3' MIN. WATER LATERAL AND WATER METER LOCATION --------------
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. b b iz ELECTRICAL TRANSFORMER ---------------
I
19. EROSION CONTROL ALL GRADED SLOPES SMALL BE PLANTED WITH ROSEA PL4 49 x:
ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. P FE 1— 8 POWER LINE AND MANDHOLES, -----------------------------------------------------
4j
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, LOT TELEPHONE SERVICE -------------------------------------------------------------------
4 LINE so
❑
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS. OR COMBINATION Ir MM. Uj
49 Z GRATE -----------------------------------------------------------------------------
THEREOF. SHRUBS SMALL BE PLANTED AT 10' ON CENTERSo TREES. 20' ON 5,MR. Uj
CENTERS COMB INATIONS. W V)CL
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL C2 Z W SLOW OFF VALVE --------------------------------------------------------------
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PLAN U. Im. 98 4' mim. r C)w AIR VALVE --------- ---------------------------
PREVENTION DEVICES PER U. P. C. . CHAPTER 10. R.
12.0% 29- TELEVISION PLATFORM
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT a MAX A
LESS THAN 1/4@ PER FOOT FOR A MINIMUM OF 3 FEET.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SMALL BE 3, mIN. GRADED BENCHMARK
5, m 1% MIN.
PERMITTED. GRADED LOTT LOT FG.
FG.
*MIN.
-won
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD N z; 6COUNTY OF RIVERSIDE S.M. T-29-81
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
SECTION A-A 2 Ym BRASS DISK IN CONCRETE CYLINDER STAMPED T-29-81 ESTABLISHED 15Y
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE TYPICAL LOT GRADING DETAIL NOT TO SCALE RIWRSIDE 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 ' XI6'
AROUND SOUTHERN CALIFORNIA. GAS VALVES. 40' NORTH OF P. P. (NO NUMBER)
WALL FACIE 94' NORTH OF THE CENTERLINE RANCHO CALIFORNIA ROAD. SET FIBERGLASS
WITNESS POST I ' WEST OF MONUMENT.
21 MIN.
ADJ. DATE 9-13-82 ELEVATION 1128.410
MMATES L MS2 54 55
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