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TRACT 23220 LEGEND PROJECT ENGINEER'S NOTES TO CONTRACTOR GRADING NOTES
PE.........................PAD ELEVATION (PER ROUGH GRADING PLAN)
1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PiPE1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE,
RW FF.........................FINISH FLOOR ELEVATION (PE + 0.5') CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED CHAPTER 70, AS AMENDED BY ORDINANCE 457.
BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
960,E HP.........................HIGH POiNT OF DRAINAGE SWALE KNOWLEGDE THERE ARE NO EXISTING UTiUTiES EXCEPT AS SHOWN ON 2. MINNUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE IX IF
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE CUT OR FILL IS LESS THAN 10', 2X IF CUT OR FILL iS GREATER THAN
�.......................DIRECTION OF SURFACE FLOW PRECAUTIONARY MEASURES TO PROTECT THESE FACILITIES. THE 10'. DRAINAGE SWALES SHALL BE A MiNiMUM OF 0.2' DEEP AND BE
CONTRACTOR FURTHER ASSUM,-S ALL LIABILITY AND RESPONSiBiUTY CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
r� FL ...........................FLOW LINE ELEVATION OF SWALE FOR THE FACILITIES SHOWN OR NOT SHOWN ON THIS PLAN.
LA SERENA �- 3. MAXIMUM CUT OR FILL SLOPE SHALL BE 2 : 1 UNLESS OTHERWISE NOTED.
WAY ��� a\� 0.0' 0.5............DEEPENED FOOTING/ADD'L DEPTH 2. THE CONTRACTOR AGREES THAT IN ACCORDANCE NTH GENERALLY
E
MARGARITA ctL=t v ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED 4. PROVIDE 5 WIDE BY 1 HiGH BERM OR EQUIVALENT ALONG THE TOP OF
G� ROAD TIN:.........................TOP OF WALL ELEVATION TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB S17E ALL FILL SLOPES OVER 5' HIGH.
O CONDITIONS DURING THE COURSE OF THE CONSTRUCTION PROJECT,
IF..........................TOP OF FOOTING ELEVATON INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
CONDITION SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROP-
..........RETAINING WALL LIMITED TO NORMAL WORKING HOURS, AND CONTRACTOR FURTHER ERLY PLACED AND WHO SHALL SUBMITT A FINAL COMPACTION REPORT
AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL FOR ALL FlLLS OVER 1' DEEP.
FG..........................FM ISH GRADE ELEVATION HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, iN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, S. A REGISTERED CIViL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGR'G. DEPT. WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING
DESIGN PROFESSIONAL. IN ACCORDENCE WiTH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE
OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO UNE AND GRADE;
3. THE E GWEER PREPARING THESE PLANS SHALL NOT 19E RESPONSIBLE ELEVATION, AND LOCATION OF CUT AND FILL SLOPES.
FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR REUSE OF THESE
VICINITY MAP PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST 7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS,
NO SCALE BE APPROVED BY THE PREPARER OF THESE PLANS. ALONG THE TOP OF MAJOR CUT SLOPES.
8. FINAL COMPACTiON REPORT WILL BE REQUIRED FOR ALL FiLLS GREATER
THAN ONE FOOT DEEP.
9. ALL GRADfMG SHALL BE DONE IN COiVFORMANC2: KITH RECOMMENDATIONS
OF THE PRELIMINARY SOILS INVESTIGATION BY SOUTH COAST GEOLOGIC
SERVICES. INC. DATED FEB. IZ1988 . TWO SETS OF THE FINAL
COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY ENGINEERING
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE
WiTH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT
LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
DRAINAGE INSPECTION. THiS INSPECTION MUST BE APPROVED PRIOR TO
BUILDING PERMIT FiNAL INSPECTION FOR EACH LOT. PHONE: 714/694-6411
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' iN VERTICAL HEIGHT AND
FILL SLOPES EQUAL TO OR GREATER THAN 3' iN VERTICAL HEIGHT SHALL
BUILDING WIDTHS BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE
FROM EROSION AND INSTABILITY IN ACCORDANCE WiTH ORDINANCE NO.
PLAN WIDTH 457 PRIOR TO APPROVAL OF FINAL INSPECTION.
301 46' s
I 2 : 1 I 302 44' iZ NO FILL SHALL. BE PLACED ON COSTING GROUND Li 71L THE GROUND HAS
303 48
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETRIOUS
I I s
s INDICATES FIREPLACE R MATERIAL..
'POP-OUT' INCLUDED 11 iF STEEP SLOPING TERRAIN OCCURS UPON WHiCH FA"_ IS TO BE PLACED,
IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIlM NATURAL SOiL
OF EARTHEN OF EARTHEN "' FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
BLDG. WiDTH SW LESW LE REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL
VARIES
I SEE TABLE AT RiGHT I 14. DURING ROUGH GRADING OPERATIONS AND PRiOR TO OF
I PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL
HIGH POINT OF EARTHEN I I I SHOULD BE PROVIDED TO PREVENT PONDING OF WATER AND DAMAGE
1 SWALE - (PAD ELEV. - 0.3� ( I W I I i TO ADJACENT PROPERTIES.
•y'L�Q. I 1 I 15. DUST SHALL BE CONTROLLED BY WATERfN OR OTHER APPROVED METHODS
I X MIN. 3 MIN. BETWEEN BLDG.
II FOUNDATION AND FLOWLiNE 5 MIN. Z c� I 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTiLIE
BLDG. PLAN TYPE 10' MIN. I OF EARTHEN SWALE - - - - I TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE
("R" INDICATES REVERSE I I 2JG MIN./21X MAX. SLOPE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TD
r
BLDG. PLAN) AWAY FROM FOUNDATION y' - 3' J _3' _ PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
MIN. I MiN. � MiN- I
17. STABILITY CALCULATIONS WiTH A FACTOR OF SAFETY OF AT LEAST 1.5
LOT NUMBER A 18 A I I 2% MIN. FFI I SHALL BE SUBMITTED BY A SOiLS ENGINEER TO THE ENGINEERING
21X MAX. DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 iN VERTICAL HEIGHT.
5' MIN. SiDEYARD -) ) r �2N rr�iut_ 1 07MVER:
SETBACK 5 MIN. USEABLE �•'i ,,:;1::.J:�� U.S HOME CORPORATION 18. A REGISTERED CIVIL ENGINEER SHALL SUSMiTT CERTIFICATION OF
SIDEYARD _ ','' y�i i i y :,::: :; 11545 WEST BERNARDO COURT BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REOUIRED
- {i' i �i i i 1 SUI TE 304
� � 1>> :`.• • "'••r._:`• �• THE ELEVATION ( MEAN SEA LEVEL DATUM ) SHALL BE GIVEN. IF AN
SAN DIEGO, CA 92127 ELEVATiON WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,
GARAGE NOTE: L! 619/673-0060 THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
PE PAD ELEV. 10' MIN. TO �DA1'UGNT" �` j: 19. EROSION CONTROL- ALL GRADED SLOPES SHALL BE PLANTED NTH
THE ELEVATION AT THE FRONT a. _ _.�:;=
OF GARAGE-PE (OR FF-6") `\ FF-FINISH FLOOR ELEV. PERS ILS ENGINEER SOILS ENGfNEER: ROSEA ICE PLANT AT 12' CENTERS OR OTHER APPROVED GROUND
A 4" STEP A7 DOOR FROM
GRADE CHANGE IS MADE BY I ;,4 I (PAD ELEV. +0.5') FWNDATiON AND BUILDING SLAB PROFESSIONAL SERVICE INDUSTRIES. INC. COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO
�, �
LIVING SPACE PLUS 2' OF PER SOiLS ENGINEER I c� I 350 SOUTH MAPLE, SUITE "K" GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS,
SLOPE IN GARAGE FLOOR. aK O CORONA, CA 91720 OR COMBINATION THEREOF SHRUBS SHALL BE PLANTED AT 10'
SEE ARCHITECT'S PLAN FOR o .r P.C.C. DRIVEWAY /
272-4230 ON
N 4 MIN. THICKNESS 714 CENTERS;
4S INO,VERTICANL HEIGHT SHALL HAVEPERMANENT15PERMANCENTS
COMPLETE DETAILS.
SECTION A-A IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVISES PER U.P.C.,
CHAPTER 10. r.
-7]
NO SCALE
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT
NOT LESS THAN 1/4' PER FOOT FOR A MiNIMUM OF 3 FEET.
DRIVEWAY APPROACH 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL
CURB FACE
PER CITY STDS. BE PERMITTED.
22. ALL PROPERTY CORNERS SMALL BE CLEARLY DELINEATED IN THE FIELD
PRIOR TD COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
BENCH MARK 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT
RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY
COUNTY OF RIVERSIDE B.M. NO. T-29-81 FOR CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING
1-1/2" BRASS DISC IN CONCRETE CYLINDER LOCATED FROM THE INTERSECTION OF FRONT CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS
�jr AND RANCHO CALIFORNIA ROAD, 1.8 MiLES N.E. ON R.C.R. TD THE INTERSECTION SHALL BE PROMPTLY SUBMITTED TO THE CiTY ENGINEER FOR REVIEW
TYPICAL LOT DETAIL OF R.C.R. AND MARGARITA RD, IN THE N.W. CORNER OF THE iNT. 1' E. OF A 7' CHAIN AND APPROVAL,
D
NO SCALE N FENCE, 21 X 16 AROUND SO. CAL. GAS VALVES, 40 N. OF P.P. 94 N. OF
T
� 4 � TERUNE OF R.C.R. FIBERGLASS TININESS POST SET 1' W. OF MONUMENT:
DATE.- 9-13-82 ELEV. 1128.410
� FINE GRADING QUANTITY ESTIMATE ...........................................540 C.Y.
Ir
EPARED UNDER THE SUPERVISION OF: DRAWN BY: PREPARED FOR:
NO. REVISION APPR. DATE U.S. HOME CORPORATION SHT, 1
CRES'10 ' .�Sd T_-' � N a •� L."j s �s-qy DESIGNED BY: SAN DIEGO,11545 W. ,CCA 92127 T., sTE 304 CiTY OF TEMECULA
ENGINEERING SEES&_F.-Z9*W.1gr&�2tL1l AtX% C_Xa.Ati/:�3 `- �mmL SEPH . CRESTO DATE 619 673-0060
R.C.E. 45601 EXPIRES: 12-31--9t JGC ( ) � •��
CO4107MM,
ON TRACT 23220
A�PROVED Y: - SCALE: BENCH MARK: FILE N0.
CWIL • MPINiM6AJRVEiM - M qL 1 IN.
5030 C AMINO DE LA 9WA, SUITCA 92108 - �U M. Imo, +� � SEE ABOVE PRECISE G PLAN
1619)2688000 DEPUTY CITY ENGINEER EXPIRES- 6-30-92 DA"E:
2-18-92
I
1 '
1
PL
FOOTING
xo Yo DEPTH
Xo
5' - 1.6' 2.5' -- 5' MIN.
Ir_ 1.0'_ 2-0' -
T 0.5' -t5' --- 1
Ir --__ 00
0.0 -�=�-- 1 PAD IFF
ELEV.
*FOR 1 STORY KXDM ELEV.,
BASED ON SOUS REPORT �2,.� •
ADDITIONAL STEEL MAY
BE REQUIRED IN DEEPENED
FOOTINGS-TO BE DETERMINED 1' (STD.)
BY OTHERS.
DEEPENEDYO
4 FOOTING 1.6' MAX.
wr f
PER SOILS ENGINEER
`l\
r
TRA 01 2423 \,t4.
� \ DEEPENED FOOTING DETAIL
1 FOR BUILDINGS WITHIN 10' FROM TOP OF SLOPE ,
0 20 40 80 120 �
" ----�--- t r (BASED ON SOILS REPORT RECOMMENDATIONS)
I
SCALE ,,, \ FEET i I - NO SCALE
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KF-rhagl9fa WALL TRACT 22148 �� �G. c �� : ALL. aErA 14 IN WALL4 s+ PMA rftoN AM r-oa. KQF_iZ9
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N0. REVISION APPR. DALE PREPAR - 1HE SUPERVISION OF: DRAWN BY: PREPARED FOR:
RW U.S. HOME 11545 W. BERNARDDCORPORATION STE 304 CITY OF TEMECULA14"c5 a �*'T• 2
/¢`FLOEL0'T!(o-C'�44 fxOPf j� Xy/ M{- ll(ro J SEPI C,. CR Sr --- pD DESIGNED BY: SAN DIEGO. 0692127 OF 2 SLATS.
l CRESTO - (619) 673-0060
- aENGINEERING R.C.E. 45601 EXPIRES: 12-31-94
TRACT 23220
CORPORATION - - -- ...-. - - - -- A OVEO Y: - SCALE: BENC1i MARK:
FILE NO.
CM ERGIIRREIIS • PUINIV X C0M%TNM /Irl 1 IN• a 40 FT. SEE SHEET LA0. 15030 CAMM DE LA SIESTA SURE 107 SAN DIEO0, CA 9210e - 60 t;LA TE AST, ;R �.E- 5�-- IV
PRECISE GRADING PLAN
(6t91 zb0b000 DEPUTY CITY ENGINEER EXPIRES: 6-30-92CITY OF TEMEgULA DATE:
- - z-18-92 R
PROJECT: 92.112