HomeMy WebLinkAboutLot 77-94 -Precise Grading IN THE CITY OF TEMECULA
GENERAL GRADING NOTES PRIVATE ENGINEER'S NOTE TO CONTRACTOR
ALL CONTRACTORS AND SUB--CONTRACTORS PERFORMING WORK SHOWN ON OR
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE+ CHAPTER RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
33+ AS AMENDED BY ORDINANCE 93-04. EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. T R A C T N 02 4 18 6 P H A S E 4 "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT
DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 2' DEEP AND BE CONSTRUCTED a 9 OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. RELATIONS "CONSTRUCTION SAFETY ORDERS. " THE CIVIL ENGINEER SHALL
LOTS 77 - 94 NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS
3. MAXIMUM CUT AND FILL SLOPE - 2: 1 . RA tC COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
Hp ROAOCONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL CALIFORNIA C:
FILL SLOPES OVER 5' HIGH. RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF
m CONSTRUCTION OF THIS PROJECT+ INCLUDING SAFETY OF ALL PERSONS AND
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PROPERTY+ THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY z Tom, ROAD n, LIMITED TO NORMAL WORKING HOURS* AND THAT THE CONTRACTOR SHALL DEFEND.
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL PAUBAINDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY
FILLS OVER 1 ' DEEP. U, 9 AND ALL LIABILITY+ REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE
OF WORK ON THIS PROJECT+ EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S o .• NEGLIGENCE OF THE OWNER OR ENGINEER.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF n
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR v ) TFR 24 156-2 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO STUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
LINE+ GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. X11., 8, 267/ 1 - 10 RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
ROq� 2 OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
7. PROVIDE A BROW DITCH+ DESIGNED TO HANDLE 100YR Q STORM FLOWS+ �D LOCATION MAP SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND
ALONG TDP OF CUT SLOPES. a 3 SCALE: I'=100 IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT
N. T.S. LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER HWY. 79 SITE 115 4 AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES.
THAN ONE FOOT. TR 24186 1
M, B � 267/ 11 - 19114 ' 1 �
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY CONVERSE CONSULTANTS VICINITY MAP r b
DATED APRIL 26+ 1996 & REVISED GEOTECHNICAL DESIGN AND CONSTRUCTION r
113 /
RECOMMENDATION REPORT DATED DEC 319 1997, & LETTER DATED DEC 19+ 1998. 1 .. 112
7 /
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE j
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. ) ) p 9
• 10
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 . ......... ..... ... .. .
... 109
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE ........... :91:
10 ; 12
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING ..... ...
8
PERMIT FINAL INSPECTION FOR EACH LOT. 4
j 1 p7 1 3
PHONE: 694-6411 .............
(909 )
T J
3. ... ................
•r 106
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT 982 •��
L E I G T AND FILL LEGEND
105 14
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 50 + �
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 95 •�• 10 TOP OF WALL TW
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE • 51 9b 103 15
SECTION 14. 06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. " 102 BOTTOM OF WALL .................................................................................. BW
52
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 4`� 97 1 b TOP OF CURB ELEVATION ........................... .......................................... TC
47 53 -�• PE
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL* AND OTHER DELETERIOUS 9a mom PAD ELEVATION
MATERIAL. 54 -- - - --- - - - - ------
46 7 99 FINISHED FLOOR ELEVATION FF
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED+ 45 55 ; ' 7b 1 OD ) p J 17 FINISHED GRADE ELEVATION FG
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL / r
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 44 56 75 1 r HIGH POINT ........................................................................................... HP
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 74 1s TOP SLOPE TS
43 57 FLOW LINE -------------------------------------------------------------"--------------------- ------ FL
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF � Sa � 73
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD 42 ; 19 TOP OF GRATE ELEVATION ................................................................. TG
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 72
PROPERTIES. 41 �/ 59 71 GARAGE FINISH FLOOR ELEVATION ............................... GFF
7d 20 EXISTING ELEVATION (91,70)
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 40 b0 b9 ba
b 1 FIRE HYDRANT LOCATION __4
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 39 --"---------"-----------~--------------------"-"""------------------�--
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES • 62 21 STREET LIGHT ........................................................................................ o-�
It AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 3$
/ 63 DIRECTION OF DRAINAGE FLOW ..... .. ...................................................... ------�
ADJOINING PROPERTIES DURING GRADING OPERATIONS. n � 37 b4 � --
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- o z b PAROL 3�
65 .` 22 DEEPENED FOOTING (6 TYPICAL) .............................................................
TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE 4 P a 111 ND 23432 36 bb 67 TR 24 1 86-�} RETAINING WALL (BY SEPARATE PERMIT)
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN Uj
o LINE ~ P, M J 8 J 159/38-61 35 - 23 -----------------------------` -- ` ..ate
VERTICAL HEIGHT. R50R5AT 1 ON AR5A APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS ..............
3 MIN.
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING W 5 MIN. 34 _ SEWER LATERAL LOCATION _______________________"............_._._...___________............. Q
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ; zo 1, o 33 24 WATER LATERAL AND WATER METER LOCATION ...................................... Q
ELEVATION WELEVATION I/THHRESPECTTTOOMEAN ADJACENTAGROUND ) SHALL SURFACEBISGREQUIREDF THE AN q p 3 MIN. X �0 32 ELECTRICAL TRANSFORMER .................................................................... 0
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 2 Z./ LAIN 31 25 POWER LINE AND HANDHOL S
1y 30
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 2i 'MMAX 2 9 TELEPHONE SERVICE
ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. IN 22 GRATE ____ _ ❑
GRADED tie 27 _ _ _ _ _ _ ___ __ ___ ____ _ _
SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, LOT FG. 26 BLOW OFF VALVE SHALL BE PLANTED WITH APPROVED TREES+ SHRUBS, OR COMBINATION GRADED 6'MIN.�
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES* 20' ON LOT FG. L E ..................................................................................
AIR VALVE a
CENTER: COMBINATIONS+ 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL
------------------"------~---------�-------------------------------------------------"------
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW SECTION A-A TELEVISION PLATFORM __ __ _ _________ Q
PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. SEWER BACKWATER VALVE.
NOTTO 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. -"
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE FG PAR09L 40 EARTHWORK QUANTITES
PERMITTED. PER PLAN P, M, N04 23432 NO. LOTS CY/LOT TOTAL
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD P° M' S, 159/32-6J 18 15 270
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FG
PER PLAN
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE - 1'/�-MIN• ` r z
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. R/W 2 INDICATES LOT NUMBER
UPON REQUEST* THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY •. P FF-100.0 FF-100.0 INDICATES FINISHED FLOOR ELEV.
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CURB i _ _
• i HP FF=100.0 PE=99.5 PE-99.5 INDICATES PAD ELEV.
PER PLAN PE=99.5 2A �A INDICATES BUILDING TYPE
• • 1A a -
Li DEEPENED i
FOOTING f5--dl °-----
FS AS REQUIRED •
PL PER PLAN 12.0`% ?
VARIES 7' g� 5' FS �_MAX FG A FG �-
RIGHT OF WAY
No No NONEPER PLAN
PER PLAN PER PLAN i
FG
RW ° 5' MIN. 3' MIN. _1% MIN. I PER PLAN
- �' - - - - �- - -- - - - - EXIST. CURB AND GUTTER
J
FG
DIG ALEPT • PER PLAN
LD TM A BUILDING FOOTPRINTS
CALL TYPICAL LOT GRADING DETAIL NOT TO SCALE
BEFORE TYPICAL LAYOUT FOR DRIVEWAYS, LD 98- 156 GR
You Dior NOT To SCALE
SEWER & WATER SERVICES
1-800-227-2600 ► RICK ENGFIIIIIIIEERM COMPAW
Our
���• 3050 Cnrcago Avenue
NOT TO SCALE suite goo
UNDERGROUND SERVrCE ALERT Rrversi�.
Callat least 2 working days prior to excavating. Cay IfornIa s25o? c�) 782-0707
DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: �ESSI Designed by Drawn by Checked by
CONSTRUCTION RECORD SCALE l A Drawing No.
COUNTY OF RIVERSIDE B.M.T-29-81 AZ M1CHEt Fye EH EH EMR RECOMMENDED BY. DATE.
_ OFTEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor
2-1/2'BRASS DISK 1N CONCRETE CYLINDER Horizontal y QQ� �i
iN THE N.W.CORNER OF THE INTERSECTION 9 o No.46804 � Pla pared Under Supervision OfR
OF RANCHO CALIFORNIA RD.WITH MARGARITA 1'=100' `'� z ACCEPTED BY: DATE:
RD. 1.0'EAST OF A 7.0'C.L.FENCE,40'NORTH Exp•6-30-99 PRECISE GRADING PLAN
Inspector OF P.P.(NO NUMBER),94'NORTH OF THE CENTER Date Z RONALD J. PARKS
LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical
EDWARD MICHEL ATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0. 241$6, PHASE 4
WITNESS POST 1.0'WEST OF MONUMENT. `r1 CI V IV �p -
Date Cmplt'd 4jf R.C.E. 46804 6-30-99
PRECISE GRADING PLAN
ELEVATION= 1128.410 (ADJ.9-13-82) N/A OF CA��F R.C.E. No. Expires R.C.E. No. �F LOTS 77-94
19744 Expires 9-30-01 1'�'' Sheet 1 of 2
/usr/projdata/r_grp/d_13249/249pgd6.dgn
PLOT DATE:21-JAN-1999 JN 13249
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49 50 51 52 54 c c
53 PHASE 2 55 5 r 59 �a 60
DIG ALERT
r I
TM
17D
CALL LD 98- 156 GR
BEFORE SCALE: V = 20'
YOU DIG! RICK]ENGUCERING
1400--227-2600
2 0 0 20 4 0 ����. 3050 Ch t cogo Avenue
UNDERGROUND SERVICE ALERT sults 100
R t vera t de,
Callat least 2 working days prior to excavating. ��' California 92507 (W9) T6e-0?0T
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: �ESs1 Designed by Drawn by Checked by Drawin No.
SCALE / g
ACHE � EH EH EMR RECOMMENDED By: DATE: z
M c � CITY QF TEMECULA DEPARTMENT OF PUBLIC WORKS
V-
Horizonta I = ��
Contractor `' o No. 46804 P pared Under Supervision Of z
w z ACCEPTED BY: DATE: _ PRECISE GRADING PLANS
SEE SHEET N0. 1 1'=20' Exp,6-3o-99 Date RONALD J. PARKS
Inspector Vertical EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT N0. 24186 PHASE 4
Date Cmp it'd sr4Tf C1 V 1v \� 46804 6-30-99 - �- -
N/A O►F' CA1.\F R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 1� LOTS T S 7 7 9 4 Sheet of
2 2
/usr/pro jdato/r_grp/d_13249/249pgd3.dgn PLOT DATES 21-JAN-1999 JN 13249