HomeMy WebLinkAboutLot 41-55, 62 - Precise Grading i
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GENERAL GRADING NOTES PRIVATE ENGINEER'S NOTE TO CONTRACTOR
I. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER SALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR
70. AS AMENDED BY ORDINANCE 457. Ct�LA NAY 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 SHALE SLOPE SHALL BE ■ 1%. ,� 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. .• r �f OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
s RELATIONS *CONSTRUCTION SAFETY ORDERS. ' THE CIVIL ENGINEER SHALL
3. MAXIMUM CUT AND FILL SLOPE - 2s1. *' a TE NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS
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4. PROVIDE 5' WIDE BY i ' HIGH BERM OR EOCIIVALENT ALONG THE TOP OF ALL COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
FILL SLOPES OVER 5' HIGH. A � d a CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUMESOLE AND COMPLETE
RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 4,, CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY �4}, 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. r' -T INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY Of TEMEC'ULA'S (5
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION Of OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE �ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR NEGLIGENCE OF THE OWNER OR ENGINEER.TEMECULA !
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
LINE, GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. RTS + 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 BROW DITCH, DESIGNED TO HANDLE IOOYR 0 STORM FLOWS. ■ �• OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
ALONG TOP OF CUT SLOPES. VICINITY MAP . 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 • x * LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON.
THAN ONE FOOT. - _� . E !8871-1i AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. ,
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF e ' ow C° r
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND . ' • �
LE I GHTON & ASSOC. DATED MAY 4, 1988 & MAY 6, 1996. TWO SETS OF ' -i !8871-1i SOiLS ENGINEER s
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING m m . • !8871-16 �4 r -1
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS T , . ow cam 3 - s , OWEN CONSULTANTS LEIGHTON & ASSOCIATES. INC.
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH 1 s Z 87 1i 10065 OLD GROVE ROAD 41769 ENTERPRISE CR. NORTH. STE. 102
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
SAN DIEGO. CALIFORNIA 92131 TEMECULA, CA 92590
(619) 695-3150 (909) 676-0023 '
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 "'
`. T , • . 1 •. 4 . : � . ' .�
HOURS IN ADVANCE REOUEST I NG FINISH LOT GRADE AND DRAINAGE 28871.4 OWNER/DEVELOPER
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING \ 71- ® ' '
PERMIT FINAL INSPECTION FOR EACH LOT. ' s; . ■ av 2 W�`
PHONES (909) 694-6411 : � ■ ` , . , s .• ft _ ■ UDC HOMES INC.
�o sM �T_ , s ` ■o ■ 438 CAM I NO DEL R I 0 SOUTH STE. 112-8
i1. CUT SLOPES EOUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SAN DIEGO. CA. 92108
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE ' . . � , , 1 . !8871-1 ! (619) 298-8070 r
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM �Ty . of
" `""'� LEGEND
EROSION AND INSTABILITY I N ACCORDANCE WITH ORDINANCE NO. 457 PRIOR `°T'' ` „ • ' N `°'s, • w r' ' w i
TO THE APPROVAL OF FINAL INSPECTION. •
• TOP OF WALL -------•------------------------------------------------------------ TW
. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
l8871.1i � � � ' � 'aw" �� BOTTOM OF WALL BW
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS ,. ------------•----•------------------•-----•-----------------------------------
■
MATERIAL. • ' • w ' '"�+s s ' ' '
w
------------------------ -------------•---•--•----------- ----TOP OF CURB ELEVATION __ __ ___ TC
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL is TO BE PLACED.
• w w ■ M . PAD ELEVATION --------------------------------------------------------------------------- PE
THE TERRAIN MUST 8E CLEARED, KEYED. AND BENCHED INTO FIRM NATURAL w ■ FINISHED FLOOR ELEVATION ---_---------------------_--------------------------_-------- IFF
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A '
FINISHED GRADE ELEVATION _________________________________________
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. n ---------•--------------- FG {
. " �`' MGM POINT
. 1
14. DURING ROUGH GRADING OPERATIONS AND PR11R TO CONSTRUCTION OF w !8871.8 � 1. `
---••-•------------------------------------------------•----•--•-•------------------ HP
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD s .�;� SIT !8878 TOP SLOPE -----------------------------------------------------------------------.__.____.___ TS I
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT . ie■ FLOW LINE i
PROPERTIES. w w l�BTy! LbCA'TTO�V Ii11AP ��- �
TOP OF GRATE ELEVATION --------------------------------------------------- -----
s s w SCALES 1'=500'
`� " T N GARAGE FINISH FLOOR ELEVATION
15. DUST SHALL BE CONTROLLED BY NATER I NG OR OTHER APPROVED METHODS. -------_-------___----_---------______------------ GFF
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6. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO �----- EXISTING ELEVATION ------------------------_-------------_____W......... ----------_--- (91.70)
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES -- �Iw" _.FIRE HYDRANT LOCATION ________________________________-___________________-__-_______ -�
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT F ,
ADJOINING PROPERTIES DURING GRADING OPERATIONS. STREET LIGHT -------------------------__-------------
17.
____________1T. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- RETAINING WALL DiRECTION OF DRAINAGE FLOW ____-___________
TENTHS ( 1. 5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE 4.5' AS REQUIRED --••---••---------------------
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN SIDEWALK 2,5' _ _ _ �-- - -1 �R q N� EXISTING DEEPENED FOOTING (6' TYPICAL) -----------------------__-_-------------
VERTICAL HEIGHT. - - - iN_ RETAINING HALL --------------------------------------
18. A REGISTERED CIVIL ENG 1 NEER SHALL SUBMIT CERTIFICATION OF BUILDING 6' ASEMENT Ml`I' 3 MIN. APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS _______._____..
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REOUIRED, THE M 6'MIN.] RFC '
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. I F AN F.L.OF PIPE �� ' A G A►14 20% � '� �. �' 4, �c I SEWER LATERAL LOCATION -----------------------------------_------------_---_________
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOUIRED. THE ABOVE GUTTEW A q In
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FLOW LINE �+,yo +� WATER LATERAL AND WATER METER LOCATION
0.50% MIN. ' �. ,r
\yn Avn"�" '
'@r �t r,•s ELECTRICAL TRANSFORMER ----------------------------------------------------------------
ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER.
19. EROSION CONTROL• ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA =A wn ����� ` 3'X6' ECCENTRIC (SMOOTH-'E6' PVC ' _ I R POKER LNNE AND HANDHOLES ----------_-----------__.__---__----_------.._--------------
S
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, A REDUCER WITH WALL) PER PLAN `�' TELEPHONE SERVICE -------------_--------------_-___--------_______________----- m
HALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION CLEANOUT S
4
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS TREES. 20' ON
CORE DRiLL 3NN.PVC AT 2Y. E�` GRATE ------------------------------------------------------------------------------------------- O
� Q`• ;K
CENTERS COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL CURB AS REO'D N& GUTTER (SCHEDULE 40) t2.OX
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW P MAX B BLOW OFF VALVE ----_---------------------_------_------------------------------------------
�-
PREVENTION DEVICES PER U. P. C. , CHAPTER 10. R. I AIR VALVE --------------------------------------------------------------------------------------
5' MIN. 1% �
TELEVISION PLATFORM
THROUGH THE CURB DRAIN DETAIL --•-----------c-------------------------- .--- --�
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR HALLS AT NOT - - - - - - - --- - - _ ,
LESS THAN '/4' PER FOOT FOR A MINIMUM OF 3 FEET. V�LvrG. X41
3 �'a Pi°ER R
N.T.S. «nr. CONSTRUCTION NOTES
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE �R B
{ PERMITTED. ,
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22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD TYPICAL LOT GRADING DETAILIQ CONSTRUCT 12- SOUARE GRATE INLET PER NATIONAL DIVERSIFIED SALE,
PRIORINC. PART NO. 1210 OR EQUAL.TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 2.5' NOT TO SCALE 2 CONSTRUCT 6- SMOOTH HALL PVC DRAIN.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
! THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE 30MiN.PVC AT 27.
CONSTRUCT THROUGH THE CURB DRAIN(SCHEDULE 40) Q3 M PER DETAIL S1 1 ON SHEET
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. c I& PER SEPERATE PERMIT.
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY b B,
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
1112* INSTALL POLYETHYLENE Q CONSTRUCT RETAINING WALL BY SEPERATE PERMIT.MW-
PLASTIC JOINT MATERIAL �r ►., s g
'OUICK JOINT' OR EQUAL FE 8 LOT ~
LiNE
49. . 4'MN.S' M .
WW BENCHMARK
54 W
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INDICATES LOT NCiMSER 52 FF=88.7 , o O e e g 4' P o a COUNTY OF RIVERSIDE -29-81
tNWATES FINISHED FLOOR ELEV. _ I j FF=88.T 53 PE=88.0 I MIN.
-�FF-88.7 PE-88.0 4
2 /,, n BRASS DISK IN CONCRETE CYLINDER STAMPED T-29-81 ESTABLISHED BY a` I
INDICATES PAD ELEV.--��PE=88.0 2 FF=88.7 0 0 � ��y� /h A R I VERS I DE COUNTY SURVEY. DATE APRIL 13, 1981 .
INDICATES BUILDING TYPE - 1 PE=88.0 �yn��V tri ms's DETAILED DESCRIPTION, FROM THE INTERSECTION OF FRONT STREET AND RANCHO
MA CALIFORNIA ROAD,
18 MILES N. E. ON RANCHO CALIFORNIA ROAD TO THE
3 2' V"H1H GRADED INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD IN THE N.W.
GRADED LOT toNE� LOT FG. E
o `r CORNER OF THE INTERSECTION 1 ' EAST OF A 7' CHAIN LINK FENCE, 21 ' XI6'
- - • _ O t, " PVe- AROUND SOUTHERN CALIFORNIA GAS VALVES, 40' NORTH OF P P (NO NUMBER)
= - �T - - - - - - - - - - FG. 6 � 94' NORTH OF THE CENTERLINE RANCHO CALIFORNIA ROAD. SET FIBERGLASS
PE -- T OF SECTION A-A SECTION B-B rITNESS POST I ' WEST OF MONUMENT.
ADJ. DATE 9-13-82 ELEVATION 1128. 410
RIGHWAY N.T.S.
EXIST.CURB AND GUTTER NOT TO SCALE
BUILDING FOOTPRINTS
R TQ. D 7 - ASS SE
NOT TO SCALE
LZA- )1aSoso Cnloap .vim S„Ife 100
Rlvers lda.
Co I 1 IOrn 1 e 12301 !�1! }�j-0'ip'►
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: VOESS/ Designed by Drawn by Checked by -AAAol {
RECOMMENDED BY: DAM
C G f CITY Drawing No.
h OF T DEPARTMENT OF PUBLIC WORKS
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Date Cmptt'd 'lf OF FR.C.E. No. g Expires TVM LCGut�& - _ LOTS 41-55 o2-
/uar/proJdoto/r_grp/d_129T6/976grd.dpn R.c.E. No. • Sheet I of
Expires 9136101 3
PLOT DATE: 18-SEP-1997 JN 12751
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/usr/pro idotc/r_grp/d_1297t;/9T69►412.dpn
PLOT DATE: 17-SEP-1997 JN 12751
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PLOT DATE: I7-OCT-1997 JN 12751
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