HomeMy WebLinkAboutLot 91-94,126-138 - Precise Drawings GENERAL GRADING NOTES
ANNEENEENEa? 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
339 AS AMENDED BY ORDINANCE 93-04. 1Q.
RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE IX. ,�k`' TEMECULA r1AY EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC ISPROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 2' DEEP AND BE CONSTRUCTED ��� R��� "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U. S. DEPARTMENT
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. S� , OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
q 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
J' �p COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL SIT E
FILL SLOPES OVER 5' HIGH. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT CAL�ORNIA � RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF
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. 'y4
mac ¢ INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY
� • AND ALL LIABILITY.
REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE
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6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA' S
RA
q'Prj' OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ,� NEGLIGENCE OF THE OWNER OR ENGINEER,
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR LOCATION MAP 2 -1
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 15 SCALE= 1'=5001 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. TEMECULA STUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
6 ' RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
7. 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. 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.
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9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF _ *�,
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND SOILS ENGINEER
LE I GHTON & ASSOC. DATED MAY 4, 1988 & MAY 69 1996. TWO SETS OF
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING
sa "`'01""`
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS OWEN CONSULTANTS LEI GHTON & ASSOCIATES, INC.10065 OLD GROVE ROAD 41769 ENTERPRISE CR NRT
AN CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH •+► SAN DIEGO. CALIFORNIA 92131
O H, STE. 102
H RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
"8 23WI-15 23371-14 2$371-1 (6 19) 695-3 150 TEMECULA, CA 92590
air 3 .kr a�wc .�,T (909) 676-0023
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 TT 93871-19
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE .�,I
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING OWNER/DEVELOPER
PERMIT FINAL INSPECTION FOR EACH LOT.
LUNN
PHONES (909) 694-6411 ,O,* Z '11-4 TEMEKU HILLS PARTNERS, LTD.
2727 HOOVER AVENUE
av awe NATIONAL CITY, CA. 91950
II . CUT SLOPES EOUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 010 (619) 477-4117
SLOPES EOUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM LEGEND
CT.
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE
SECTION 17. 06 PRIOR TO THE APPROVAL OF FINAL INSPECTION.
2=72 TOP OF WALL ------------------------------------------------------------------------------------- TW
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12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS � _______________________________________________________________________________ Bw
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL. AND OTHER DELETERIOUS 107*�r Cm N m BOTTOM OF WALL
r f
MATERIAL TOP OF CURB ELEVATION --------------------------------------------------------------------. TC
HT1-6 PAD ELEVATION
---------------------------------------------------------------------------------- PE
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, :�T1_1S «�►aarrc 4 to
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL FINISHED FLOOR ELEVATION
OIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A "' FINISHED GRADE ELEVATION ___________________________________________________________________
SITE
FG
REGISTEREDENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
. . .. .... .......
... ........
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
HIGH POINT
---------------------------------------------------------------------------------------- HP
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD
TOP SLOPE --------------------------------------------------------------------------------------- TS
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT FLOW LINE
PROPERTIES. `!, --------------------------------------------------------------------------------------- FL
=i9T1-S TOP OF GRATE ELEVATION -------------------------------------------------------------------- TG
107 2$V* GARAGE FINISH FLOOR ELEVATION
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. «r�« __________________________________________________________ GFF
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO :3►1-2 EXISTING ELEVATION ___________________________________________________________________________ (91.70)
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURESI 11,111111111111111111111111111111111sem`• aFIRE HYDRANT LOCATION
cor • NOM
a�arac ----------------------------------------------------------------------
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 4
ADJOINING PROPERTIES DURING GRADING OPERATIONS, LOT w C: STREET LIGHT ------------------------------------------------_----------------------------------- 0•-0
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- AVE. DIRECTION OF DRAINAGE FLOW _______________________________________________________________ ---
TENTHS ( 1 . 5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
DEEPENED FOOTING (6" TYPICAL) -
VERTICAL HEIGHT.
RETAINING WALL RETAINING WALL (BY SEPARATE PERMIT)
18, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING AS REQUIRED -,, R APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS ..................
---ter r
AD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE - - 4NELE
SEWER LATERAL LOCATION
----
VA I N (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN I,A1N. z
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE 15 REOU I RED, THE MIf1: 3' MIN. o b WATER LATERAL AND WATER METER LOCATION ------------------------------------ --
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. R F� - i i
19. EROSION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA SAN �1• �c �0 1 = ;; = o
POWER LINE AND HANDHOLES
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. F 1 W �- o --------------------_-------------------------------------------
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, �4 o- 1 LOT � �U
I ~ LINE W o o TELEPHONE SERVICE ---------------------------------------------------------------------------- m
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION ' �s'p, 4' MIN. �- 0 W
u'm a o• 0
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS TREES, 20' ON I R,o�� 5 MIN. z GRATE ______________________________________________________________________________________________
�,QfO N N _ oC w H w
�- tr N
ENTERS COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL S I N U V L, z W BLOW OFF VALVE _______________________________________________________________________________
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW pER 0121
PREVENTION DEVICES PER U. P, C. , CHAPTER 10. R. ASN U. !: 00 4' MIN. 1' � va AIR VALVE ________________________________________________________________________________________-
Q
QQ,,� IMAX . 21'/. TELEVISION PLATFORM
20, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS' AT NOT I MAX A -am AX _________________________________________________________________________
LESS THAN 1/40
PER FOOT FOR A MINIMUM OF FEET. '�`-' � A
/, 3 EE z�, BACK WATER VALVE -------------------------------------------------------------------------
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 5� 3' MIN. 1 MAX GRADED
PERMITTED. - - - - - - - - _ Imo/•- - - - _ ��J GRADED LOT LOT FG. BENCHMARK
pfR MIN.
22, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD '��N A �R� 6 _j
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 4* COUNTY OF RIVERSIDE B.M. T-29-81
23. APPROVAL OF THESE PLANS SECTION A-A 2 % " BRASS DISK IN CONCRETE CYLINDER STAMPED T-29-81 ESTABLISHED BY
L S G I THE CITY OR ITS AGENTS DOES NOT RELIEVE TYPICAL LOT GRADING DETAIL NOT TO SCALE R I VIRS I DE COUNTY SURVEY, DATE APR I L 13, 1981 .
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. NOT TO SCALE DETAILED DESCRIPTIONe FROM THE INTERSECTION OF FRONT STREET AND RANCHO
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY CALIFORNIA ROAD, 1 . 8 MILES N. E. ON RANCHO CALIFORNIA ROAD TO THE
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W.
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 FACE 94' NORTH OF THE CENTERLINE RANCHO CALIFORNIA ROAD. SET FIBERGLASS
WITNESS POST I ' WEST OF MONUMENT.
2' MIN. ADJ. DATE 9•-13-62 ELEVATION 1128, 410
INDICATES LOT NUMBER 51 52 53 54 55
INDICATES FINISHED FLOOR ELEV. FF-88.7 FF-88.7 FF=88.
7 FF=88.7 FF=88.7 I' EARTHWORK QUANTITES
INDICATES PAD ELEV. PE=88.0 PE=88.0 PE=88.0 PE=88.0 PE=88.0
INDICATES BUILDING TYPE 1 .2 3 4 5 NO. LOTS CY/LOT TOTAL
• 17 15 255
LAN
10' MIN. (TYP.) FL ELEV 0.3' MIN.
PER LA
,EXIST. CURB AND GUTTER RIGHT OF WAY
BUILDING FOOTPRINTS DRIVEWAY DETAIL LD98-024GR
NOT TO SCALE NOT TO SCALE
FICK ENUP4EEMM COMI*M
30SO Chicago Avenue
Suits loo
Riverside.
Ca I t Porn 1 a 02301 on) 7sl-010?
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: `'EAL: ESS 410 Designed by Drawn by Checked by
SCALE pR� � Drawing No. �
RECOMMENDED BY: DATE: C I TY O TEMECULA DEPARTMENT OF PUBLIC WORKS '
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Z_ ACCEPTED BY:
Inspector Exp.6-3o-99 t ATE: a
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RONALD J. PARKS, W
Vertical EDwAR MICHEL RATICAN PRINCIPAL ENGINEER FOR -- a
_ TRACT NO 23371 3
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Date Cmplt'd f CF �►�%I R.C.E. No. 46130, Ex ares 6-30-99 - - �-
p R.C.E. No. 19744 Expires f$-30-01 , LOTS 91 94,126 138 Sheet
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20 0 20 40 60
3050 Ch 1 COW Avenue REX ENGREEMM COMMM �
Rule• 100
Riverside.
Ca I 1 torn1 a O2'SOT 11!001 781-0T07
DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Ess► Designed by Drawn by Checked by Drawing No. 60
CONSTRUCTION RECORD SCALE p
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SEE SHEET NO. 1 1'=20 Exp.6-30-99 Date �� RONALD J. PARKS TRACT 23371-3 Uj
PRINCIPAL ENGINEER FOR CITY ENGINEER
Inspector Vertical EDWAR MICHEL RATICAN = - o
s>4r CIV��. �,,p FAIRWAY POINT PHASE 6
Date Cmplt'd F Orr C���Fo� R.C.E. No. 46804 Expires 6-30-� 197 4 4 9-3 0-0 I > .� 2 0
LOTS 91 94 126 138 sheet 2 of
R.C.E. No. Expires a'
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