HomeMy WebLinkAboutLot 112-125 - Precise Grading y.
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 IX. CULA WRY 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 SHALL
3. MAXIMUM CUT AND FILL SLOPE - 2. 1. - NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS
s
COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EOUIVALENT ALONG THE TOP OF ALL � S TE �
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 CAL ORMA CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY s - PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL A 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
mQ� REAL OR ALLEDGED IN CONNECTION WITH THE PERFORMANCE
AND ALL LIABILITY. .
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S A OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION of LOCAT<d1V MAP -' NEGLIGENCE OF THE OWNER OR ENGINEER.
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR �- , THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
�► TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 15 SCALEeI '500 STUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
LINE, GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. TENIECUTA RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
T. PROVIDE A BROW DITCH. DESIGNED TO HANDLE IOOYR 0 STORM FLOWS. �.r 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
8. FINAL COMPACTION REPORT WILL BE REQUIRED 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 CONFORMANCE WITH RECOMMENDATIONS OF SOILS ENGINEER
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND , E �•�
LE I GHTON 11r ASSOC. DATED MAY 4. 1988 111 MAY 6, 1996. Two SETS OF t S
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING 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 WITH SAN DIEGO, CALIFORNIA 92131
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. -! !8371-18 2331,11-1111123871-1 TEMECULA. CA 92590
.., , (619) 695-3150 (909) 676-0023
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 T '$T
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE •
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING a OWNER/DEVELOPER
PERMIT FINAL INSPECTION FOR EACH LOT. u. TEMEKU HILLS PARTNERS, LTD.
PHONEo (909) 694-6411 2=1-4 2727 HOOVER AVENUE
1- NATIONAL CITY. CA. 91950
11. CUT SLOPES EQUAL 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 LEGEND
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM c,•
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR
TO THE APPROVAL OF FINAL INSPECTION.
!!3l1-1 ' TOP OF WALL
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS UKWw �`w� BOTTOM OF WALL ________________^________^__________________a_____________________^______
• y ew
BEEN CLEARED Of WEEDS, DEBRIS, TOPSOIL. AND OTHER DELETERIOUS
MATERIAL. 211371-1 TOP OF CURB ELEVATION ----------------------------•---------------------------------__ TC
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 1_n •11,; ' c• PAD ELEVATION -----------------------------------------,�--------------------------------------- PE
THE TERRAIN MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL FINISHED FLOOR ELEVATION -------------------------------------------------------------- FF
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A FINISHED GRADE ELEVATION FG
' ---------------------------------✓_------------�.-------------•-
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SITE "
too'
- HIGH POINT -------------------------------------------------------------------------------------- HP
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF TOP SLOPE ---------------_------------------________-------------_------------------------- TS
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD M
VEL
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT o PAD ti FLOW LINE FL
PROPERTIES. � -----^-----------------------•-------•-----------------..____---------------------
s.s io As SHOWN 2371-a TOP OF GRATE ELEVATION ------------------------------------------------------------------- TG
! �• ° " GARAGE FINISH FLOOR ELEVATION
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 3am !l8T8 ----------------------_4__---------------------------- GFF
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONT I NUE TO � 11�7't-! EXISTING ELEVATION ---------------------------------------------_------------------------- (91.70)
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES 2.0010 �„ ' Na,o•s :•� FIRE HYDRANT LOCATION •��
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
ADJOINING PROPERTIES DURING GRADING OPERATIONS. ' ' ''' STREET LIGHT 0-0
TRAM WREAK - --- - .. .. -- ----
�I6iMEASURED �I�c�•>N -••-
1 T. STABILITY CALCULATIONS WITH A FACTOR Of AT LEAST ONE AND FIVE- FROM BACKDIRECTION OF DRAINAGE FLOW--^•-••----^-----------••---•---------------------------- �--
TENTHS ( 1 . 5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE of CURB GRADE(o. R { DEEPENED FOOTING (6' TYPiCAU_____________^^_____.___..______
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN -------------------------
VERTICAL
--•--•---_____-------VERTICAL HEIGHT. RETAINING WALL (BY SEPARATE PERMIT) c=
EXISTING L GRADING RETAIMNG WALL ---------------------------------------------
18. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT CERTIFICATION OF BU 1 LD I NG N 0 T TO CALF AS REQUIRED _ _ , �R APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS __________________
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE - - - R
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. I F AN _ - - �� SEWER LATERAL LOCATION ___________________________________________________________________
151
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE 5' MIN 3' MIN. I/ � b G b WATER LATERAL AND WATER METER LOCATION •___•_____•_-__
-------------------------
oil
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. F
R P4 �°' �- _ ELECTRICAL TRANSFORMER ----------•----------------------------•^-----------------------
19. EROSION CONTROL• ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA I �N $ POWER LINE AND HANDHOLES 191
W _^------------------------------------------------------------
ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. LOT ~ ~�
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. �s�,,. LINE W �a TELEPHONE SERVICE __-------------------------------------------------------------------------
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS. OR COMBINATION '� lin co � t 4' MIM. �
R h' 5 �'�'' � GRATE ------------------------------------------------------_-------------------------------------- 11)► THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERSe TREES. 20' ONp �+ S �W
CENTERo COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL ( V)CL
BLOW OFF
VALVE --------------------------------___-____-____- __-----------------------
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PRS � W. 4• 1•SSM . MIR VALVE ----------------------•------•---------- - --- ---------------------------------------
PREVENTION DEVICES PER U. P. C. . CHAPTER 10. R. � � 10
VI` 12.0'/. Ec,��tt► 2%y TELEVISION PLATFORM -----------------------------------------•--------------•------•--•--
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT P� MAX Y` A '�� '� 9aCK WATER VALVE
LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. ~- 1 t MAX7
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL (WATER COURSES SHALL BE I 5' MIN. 13' MIN. 1% MIN. GRADED BENCHMARK
PERMITTED. - - - - - - - - - - - - - �--� GLOT LOT FG.
FG.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD pER A �q R 61, MIN. COUNTY OF RIVERSIDE B.M. T-29-81
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SECTION A-A 2 1/ ' 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 R I VtRS I DE COUNTY SURVEY, DATE APRIL 13. 1981 .
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE DETAILED DESCRIPTION• 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
t. 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)
94' NORTH OF THE CENTERLINE RANCHO CALIFORNIA ROAD. SET FIBERGLASS
WITNESS POST 1 ' WEST OF MONUMENT.
ADJ. DATE 9-13-82 ELEVATION 1128. 410
I%FINIS!
ALOT NC HER 1 52 53 54 55
INDICATES FLOOR ELEV. FF=88.7 FF=88.T FF=88.7 FF=88.T FF=88.7 EARTHWORK OUANTITES
INDICA ES PAD ELEV. -PE=88.0 PE=88.0 PE=88.0 PE=88.0 PE=88.0
INDICATES UILDING TYPE I 2 3 4 5 NO. LOTS CY/LOT TOTAL
14 15 210
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCT BENCHMARK: SEAL: ESS1 Designed by Drown by Checked by /
SCALE � �l� RECOMMENDED 6Y: DATE: 10�7 Drawing No.
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal � fir .���� Plans Pr red Under Supervision Of
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Date PLOT PLAN '
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TRACT NO. 23371 3
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Dote Cmplt d 4r OF CAOM R.C.E. No. 44 �49� Expires -3o :! R.C.E.No. 19744 Expires 9-30-0I „w LOTS 112-125 Sheet of
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