HomeMy WebLinkAboutLot 1-8,13-36 - Precise Grading 1 "
GENERAL GRADING NOTES
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1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER
70. AS AMENDED BY ORDINANCE 45T.
Y. ItN► WJM eu I LD I NG PAD AND oRA I NAGE SVWLE SLOPE SHALL BE CLA WAt
PRIVATE ENGINEER'S NOTE TO CONTRACTOR �
DRAINAGE SHALES SHALL BE A MINIMUM OF 0. 2' DEEP AND BE CONSTRUCTED _ I
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR
S. MAXIMUM CUT AND FILL SLOPE - 29I. r RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
• a TE PEMPLOYEES ROTECTED.ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
4. PROVIDES WIDE BY 1 HIGH BERM OR EOUIVALENT ALONG THE TOP OF ALL ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
FILL SLOPES OVER 5' NIGH. 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U. S. DEPARTMENT
OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVItION OF A COMPETENTCRELATIONS 'CONSTRUCTION SAFETY ORDERS. ' THE CIVIL ENGINEER SHALL
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY , NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALLmom=4, COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
FILLS OVER I ' DEEP. �
'� ��� CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMIECULA'S ��! RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF
COMPLETION OF �� LATiON �p CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF CO
PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR ICJ
TO ISSUANCE OF THE BUILDING PERMIT_ CERTIFICATION SHALL BE TO SCALEi10=500' LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND.
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. TEMECULA ' INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY
AND ALL LIABILITY. REAL OR ALLEDGED. IN CONNECTION WITH THE PERFORMANCE"
T. PROVIDE A NOW DITCH, DESIGNED TO HANDLE IOOYR 0 STORM FLOWS, N.T.S. C' OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
ALONG TOP OF CUT SLOPES. NEGLIGENCE OF THE OWNER OR ENGINEER.
I. FINAL COMPACTION T W1 SE
REOU I RED FOR ALL FILLS GREATER VICINITY MAP �, THE EXISTENCE AND APPROX 1 MATE LOCAT I ONS OF ANY UNDERGROUND UTILITIES OR`
CT ON REPOR WILL
THAN ONE FOOT. 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
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND !!!'tY-1t SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND
LEIGHTON & ASSOC. DATED MAY 4. 1988 ` MAY 6, 1996. TWO SETS OF IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT S H .
Mir AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES.
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH _i _� -
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. '
AT AST 24 ~� ssart-tt SOILS ENGINEER
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENTLE
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE
OWEN CONSULTANTS LEIGHTON S ASSOCIATES. INC.
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING _
PERMIT FINAL INSPECTION FOR EACH LOT. ,rr - 10065 OLD GROVE ROAD 41769 ENTERPRISE CR. NORTH, STE. 102
SAN DIEGO, CALIFORNIA 92131 TEMECULA, CA 92590
PHONES (909) $94-6411 2=11-4 (619) 695-3150
(909) 676-0023
�r 1-
..DCIS
11. CUT SLOPES EOUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE ' 0 n ER/DE• GLOPtR
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM cT•
72T H
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR HILLS PARTNERS. LTO.
TO THE APPROVAL OF FINAL INSPECTION. 'T !'8'879 2 2727 HOOVER AVENEU
o.. NATIONAL CITY, CA. 91950
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS �' J� (619) 4TT-41 1 T
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL. AND OTHER DELETERIOUS j
MATERIAL. l9w�'1-f LEGEND
13. IF STEEP SLOPING TERRATN OCCURS UPON WHICH FILL 1S TO BE PLACED, 1-1i s
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL TOP OF WALL ___________________________________________________________________________________ TW
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A __�._-w___-_ _.__»_ »». `
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. MODEL BOTTOM of WALL ._...______-.._ BW
TOP OF CURB ELEVATIONTC
14. DURING ROUGH GRADING OPERATIONS AND PRIM TO CONSTRUCTION OFT
PAD ELEVATION ____. _ �
PE
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD -- --
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT FINISHED FLOOR ELEVATION _ FF
PROPERTIES. !1371-8 FINISHED GRADE ELEVATION FG
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. � _.__.__.».___.._ .- •y.---
HIGH POINT _.�._._._ HP '
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO l�1 I '
TOP SLOPE _
TS i
FUNCTION. ESPECIALLY DURING STORM COND I T I ONS. PROTECTIVE MEASURES or.• u. +a'd`s a� FLOW LME ___»____ __� --- fL
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT C �_ -�
ADJOINING PROPERTIES DURING GRADING OPERATIONS. f
' ' ~• TOP OF GRATE ELEVATION __� ._...__..-__� _... TG �
••�. GARAGE FINISH FLOOR ELEVATION GFF
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-
TENTHS (1. 5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE EXISTING ELEVATION ___» _
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN LOT •.._ I
FIRE HYDRANT LOCATION
VERTICAL HEIGHT. LME _
4'MIN.
18. A REG 1 STERED CIVIL ENG I NEER SHALL St18Mtt T CERTIFICATION OF BU 1 LD I NG s' WALL FACE STREET LIGHT
>' PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REOUIRED, THE DIRECTION OF DRAINAGE FLOW __ _
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN41 MIN. r 2`W EXISTING DEEPENED FOOTING (6' TYPICAL)
-�
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE FF _
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. RETAINING HALL
� - 0 r » �
19. EROSION CONTROLFF+ ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA M� � APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS (E)ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. _ I
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. SEWER LATERAL LOCATION
OR COMBINATION FLAG ELEV WATER LATERAL AND WATER METER LOCATION
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERSI TREES, 20' ON IF DEEPENED
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS. � � f
6� AG ELEV.
IF DEEPENED +
CENTERe COMB I NAT I ONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL FTG. REO'D FTG. REO'D LA ELECTRICAL TRANSFORMER
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW ».
PREVENTION DEVICES PER U. P.C. . CHAPTER 10. R. 0_3• MIN. POWER LME AND HANDHOLES _ -.
� Y A XTER 1 OR WALLS AT NOT SECTION B-B s LA TELEPHONE SERVICE,--_-,-_� �---.. m 1�`
20. FINISH GRADE SHALL BE SLOPED AWA FROM ALL E
LESS THAN '/4' PER FOOT FOR A MINIMUM OF 3 FEET. - NOT TO SCALE GRATE -----_____._____ ❑
.1 _ W___ �__._�..w_._�
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE �1 SLOW OFF VALVE _.. _ __. _-�
DRIVEWAY DETAIL
AIR VALVE
PERMITTED. NOT TO SCALE TELEVISION PLATFORM
22. ALL PROPERTY CORNERS SHALL K CLEARLY DELINEATED IN THE FIELD
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. _'W5E1A/ER BACKWATER VALVE_.__.�______ _____�.-
PL O _ _
LOT A/D. 4
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE _ _ _ �- -
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE - ��� IX MIN. '� PARCEL it/0. ��R L01r L �TD.TU�) 0
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION.
-UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO TE CITY
H IENGINEER FOR REVIEW AND APPROVAL.
R _ �
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.� INDICATES PAD ELEV. PE=88.0 PE=88.0 PE=88.0 PE-86.0 E'E=88.0
INMATES BUILDING TYPE 1 2 3 4 i
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�1►�V B - - _ --- - - -- - - -- /�LOTS WITH M SYMM SHOWN 6MVE MAY REQUM StWA4f BACKWATER OLVE,
EXKT.R1>b AND GUTTER�t . i c Ivy, RIGHT WAY ASET�ENT IN ACCORDANCE WITH 6ELTION 710.0 OF TWE UNIFORM pLuMWINGI LODE.
TYPi NAL LOT GRADING DETAIL '
S�rrO�l C-�G BUILD IF NT
NTS NOT TO SCALE
T >A 'SCALE ,d
el• '.�'°" ,�"'`� �� ��V1 PERIUIT NO. LD97-045GR '
Al-L��AT UNLE'» OTIISRWIJ� fVOTe•fl• Q
BENCHMARK COUNTY 0 RIVERSIDE B.M. T-29-81 GATE BY REVISIONS APPROVED BY: �R
1Vl�A CITY OF TEMECULA
EDWARD Y. TICAN R.C.E.No.46 4 �,,+�ppO°�° ��`�
2 / BRASS DISK IN CONCRETE CYLINDER STAMPED T-29-81 ESTA ISHED BY RIVERSIDE
w►.t00
C"TY SURVEY, DATE APRIL 13, 1981 . PLOT PLAN
DATE: REpSTRATIOM EXPIRES i-30-!! tet►.or++�o se�lvt tl�• wt-MOT
DETAILED DESCRIPTION• FROM THE INTERSECTION OF FRONT STREE AND RANCHO CAL 1 FOR`N I A TRACT NO. 23371-2
ROAD, 1 . 8 MILES N. E. ON RANCHO CALIFORNIA ROAD TO THE I NTE SECTION OF RANCHO APPROVED BY: SCALES BENCH MARK: LOTS 1-8 & 13_36 4 STS
CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. CORNER OF HE INTERSECTION 1 ' �� �
EAST OF A T' CHAIN LINK FENCE. 21 ' XI6' AROUND SOUTHERN CAL FORNIA. GAS VALVES, 40' r - 20' SEE ABOVE LEFT
NORTH OF P.P. (NO NUMBER) 94' NORTH OF THE CENTERLINE RANC 0 CALIFORNIA ROAD. RONALD J. PARKS R.C.E.19T41
SET FIBERGLASS WITNESS POST I ' WEST OF MONUMENT. PRINCIPAL ENGINEER FOR FILE N0.
DATES 7 Z CITY ENGINEER - CITY OF TEMECULA DATE: MAR., 1997 W.O. FOR: MCMILLIN F.B.
ADT. DATE ST 2 E EVAT f ON 1128. 410
PLOT DATE: 25-JUN-199T ON 12T51
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CONSTRUCTION NOTES
SCALE r ' 1\lDATE BY REVISIONS APPROVED BY: FUCK�K
O CONSTRUCT RETAINING WALL BY SEPARATE PERMIT. 1 REVISE DNILVINC PLOTTING a,roegs .,�.,. CITY OF TEMECULA
EDwARO 11. R ICAN R.C.E.No.16801 tN too
REVIbt ARC141TECTURAL ELEVATION DATES REGISTRATION EXPftES h�0-99 , � tw.rew PLOT PLAN
to I Porn t e rl~ "m 7K-am
20 o Zo 40 6o
APPROVED BY: I
la� TRACT NO23371-2
•SCALE: BENCH MARK: , SHEiTS
R�NALo KS R.C.�. I�TI, _ 20' SEE SHEET NO. 1 LOTS 1-8 & 13-36
PRINCIPAL ENGINEER FOR FOR DESCRTPT10N FILE NO.
DATE: 7 Z CITY ENGINEER - CITY OF TEItrMA DATE: MAR., 199T W.O. FOR: MCMILLIN F.B.
/uor/pr o ldet0/r-grp/4_12751/rJW d9.dM
PLOT DATES 25-JUN-1991 JN 12T51
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CONSTRUCTION NOTES LD 971,
I.
Q CONSTRUCT RETAINING WALL BY SEPARATE PERMIT. BY:
T. DATE BY REVISIONS VUOMPAW
I REY15E DultplNG R.OIT! EDWARD Y. A KAN R.C.E.NC.�680� 1m chica ° A~r`" CITY OF TEMECULA
REVISE AIeL.NITF.GTLA%?AL- 11ELFVATiaNK
b-30-
ExPLf� ,j PLOT PLAN 3
ON MlES 19 �'��fO"'�• �°� � �'�
sca�E r = DATE: REdSTRATI
APPROVED BY: SCALE: BENCH MARK: TRACT NO. 23371-2 4
r it 20' LOTS 1-8 & 13-37 F SATS
20 O 20 40 60 RONALD J.PJAKS R.C.E- 19744 SEE SWET NO.I
PRINCIPAL ENGINEER FOR FOR DESCRIPTION FILE NO.
ABAR. 1997 W. FOR: MCMILLIN
DATE: 7 t CITY ENGWER - CITY OF TEYEEcuI► PATE: 0.
F.B.
/usr/pro)eoto/r-prp/d-2TSI/TSIprdO.dign PLOT DATE: 25-JUN-1997 ON 12751
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CONSTRUCTION NOTES s DATE eY REVISIONS PRIX CITY OF TEMECULA
Z� 2 AQ 60 EDWARD M.RATICAN R.C.E. No. 16801 d11000' 4
CONSTRUCT RETAINING HALL BY SEPARATE PERMIT. rh. goo �L
DATES00,94gEdSTRATIOM ExP+REs �-,o-� J �"��°� +ml am PLOT PLAN
- APPROVED BY: SCALE: BENCH MARKS TRACT N0. 23371-2_ 4 S�
RONALD J.PARKS R.C.E.14T14 ' 20w SEE STREET ONE LOTS I-8 13-37 —
PRINCIPAL ENGINEER FOR FILE NQS
DAYEs 7 L CITY ENGINEER - CITY OF TEMECIlA pATE1 MAR.. 1997 W.O. FOR: McMILLIN F.B.
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